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HomeMy WebLinkAboutLUA-00-172 - Large Format S.M. STEMPER ARCHITECTS OLYMPIC TOWER «+ SUITE 700 P LA N T S C + E [) U LF 217 PINE ST: SEATTLE, WA 98101 (206) 624-2777 * FAX (206) 624-2973 - SYMBOL RECOMMENDED PLANT MATERIAL PLANT SIZE PLANT SPACING 4220 \ ——— REGISTERED i. IS ec : EXISTING TREE TO BE REMOVED | seroeenteh| STATE OF WASHINGTO i a EXISTING DECIDUOUS TREE TO REMAIN ™% 6 EXISTING CONIFEROUS TREE TO REMAIN DECIDUOUS CANOPY TREE MIN. 1-1/2” CAL. AS SHOWN ACER RUBRUM/ RED MAPLE val, AESCULUS HIPPOCASTANEUM/ HORSE CHESTNUT LT. ecceenet _ CATALPA SPECIOSA/ WESTERN CATALPA FRAXINUS ANGUSTIFOLIA ’RAYWOOD’/ RAYWOOD ASH et oe LIRIODENDRON TULIPIFERA/ TULIP TREE REGISTERED QUERCUS BOREALIS/ NORTHERN RED OAK | QUERCUS PALUSTRIS/ PIN OAK ULMUS PUMILA/ SIBERIAN ELM DECIDUOUS _ ACCENT , TREE ; MIN. 1-1/4" CAL. AS SHOWN ACER NEGUNDO ’VARIEGATUM’/ BOX ELDER ALBIZIA JULIBRISSIN/ SILK TREE AMELANCHIER. ALNIFOLIA/ SERVICEBERRY CORNUS NUTTALLII7 WESTERN DOGWOOD MAGNOLIA SOULANGIANA/ SAUCER MAGNOLIA PRUNUS SERRULATA “KWANZAN’/ KWANZAN CHERRY PRUNUS SUBHIRTELLA ’AUTUMNALIS'’/ AUTUMN— FLOWERING CHERRY STEWARTIA PSEUDOCAMELLIA/ STEWARTIA Lagan Ff io \ C3 STYRAX JAPONICA/ JAPANESE SNOWBELL BUILDING "D" ISIN OS ‘\ \ pe o r : =, 1 “a N KENICHI CERTIFICATE NO. 335 CONIFEROUS TREE MIN. 12° HT. AS SHOWN CHAMAECYPARIS LAWSONIANA/ PORT ORFORD CEDAR ; ~ . CUPRESSOCYPARIS LEYLANDII/ LEYLAND CYPRESS \ PINUS NIGRA/ AUSTRIAN BLACK PINE 4 % PINUS SYLVESTRIS/ SCOTCH PINE ZB 5 PINUS THUNBERGIANA/ JAPANESE BLACK PINE OD co ‘, PSEUDOTSUGA MENZIESII/ DOUGLAS FIR a \ THUJA PLICATA/ WESTERN RED CEDAR q) | | ; (J TALL_EVERGREEN SHRUB 5 COC 3° Oc. ARBUTUS UNEDO/ STRAWBERRY TREE | | CEANOTHUS 'FROSTY BLUE’/ WILD LILAC COTONEASTER LACTEUS/ COTONEASTER LIGUSTRUM JAPONICUM/ WAX—LEAF PRIVET BUILDING MYRICA CALIFORNICA/. PACIFIC WAX MYRTLE 2, msi OSMANTHUS. HETEROPHYLLUS/ HOLLY-LEAF OSMANTHUS C PHOTINIA GLABRA/ JAPANESE .PHOTINIA PRUNUS LAUROCERASUS ’ZABELIANA’/ ZABEL LAUREL TAXUS BACCATA 'STRICTA’/ IRISH YEW. THUJA OCCIDENTALIS ’FASTIGIATA’/ AMERICAN ARBORVITAE y VIBURNUM TINUS/ LAURUSTINUS e TALL DECIDUOUS SHRUB © G.C. 3 OG. ACER CIRCINATUM/ VINE MAPLE BUDDLEIA DAVIDI|/ BUTTERFLY BUSH CORNUS STOLONIFERA/ REDTWIG DOGWOOD EUONYMUS ALATA/ WINGED EUONYMUS HOLODISCUS DISCOLOR/ OCEAN SPRAY HYDRANGEA PANICULATA ‘GRANDIFLORA’/ PEEGEE HYDRANGEA is , HYDRANGEA QUERCIFOLIA/ OAKLEAF HYDRANGEA 4 Jf PHILADELPHUS LEWISII/ WILD MOCK ORANGE ZY /i/ i | En RHUS GLABRA/ SMOOTH SUMAC Os al SS = ———— RIBES SANGUINEUM/ FLOWERING RED CURRANT ” SYRINGA VULGARIS/ LILAC \ VIBURNUM CARLESII/ KOREAN SPICE VIBURNUM SERS Man mina . VIBURNUM OPULUS/ EUROPEAN CRANBERRY BUSH eens tay \ WEIGELA ’BRISTOL RUBY’/ WEIGELA &) SMALL EVERGREEN SHRUB 2 GAL. 2’ O.C. at \ ABELIA GRANDIFLORA “EDWARD GOUCHER’/ GLOSSY ABELIA , ' . ARCTOSTAPHYLLOS ’PACIFIC MIST’/ MANZANITA = CEANOTHUS GLORIOSUS ’SANTA ANA’/ CEANOTHUS CISTUS PURPUREUS/ ROCKROSE \ DAPHNE ODORA/ WINTER DAPHNE LAVANDULA ANGUSTIFOLIA/ ENGLISH LAVENDER PARTHENOCGISSUS TRICUSPIDATA/ BOSTON IVY a. PAXISTIMA MYRSINITES/ OREGON BOXWOOD Th te PIERIS JAPONICA/ LILY-OF-—THE-VALLEY SHRUB PYRACANTHA ’SANTA CRUZ’/ FIRETHORN RHODODENDRON KURUME VAR./ EVERGREEN AZALEA VIBURNUM DAVIDII/ DAVID’S VIBURNUM (4) SMALL DECIDUOUS SHRUB 2 GAL. 2 O.C. CALLICARPA JAPONICA/ BEAUTYBERRY BUSH DEUTZIA ROSEA/DEUTZIA RHODODENDRON MOLLIS VAR./ DECIDUOUS AZALEA SYMPHORICARPOS ALBUS/ SNOWBERRY GROUNDCOVER 1 GAL. 18” O.C. AJUGA REPTANS/ CARPET BUGLE ARCTOSTAPHYLLOS UVA—URSI/ KINNIKINNICK ARCTOSTAPHYLLOS ‘PACIFIC MIST’ / MANZANITA ; 5 CALLUNA VULGARIS *“BLAZEAWAY’/ SCOTCH HEATHER i a} CISTUS PURPUREUS/ ROCKROSE \ FRAGARIA CHILOENSIS/ STRAWBERRY sin | HYPERICUM CALYCINUM/ ST. JOHNSWORT .) @ > " o a _ <. a, . LI P : is c h eS y - & 2 ,* ee oh Se . ; \, i . ti s "r e t e s e t i i a BS TECHNOLOGY RESOURCE CENTER DE S I G N DE V E L O P M E N T RE N T O N TE C H N I C A L CO L L E G E BUILDING "B" ST A T E OF WA S H I N G T O N PR O J E C T No . 20 0 0 - 0 5 4 TE C H N O L O G Y RE S O U R C E CE N T E R | MAHONIA REPENS/ CREEPING MAHONIA g | ~ 2 / SEEDED LAWN 28 s cs a ; co & = os y a a om SEASONAL COLOR (PERENNIAL 4” POTS 12" Gye. SO Oo © ‘ o> Lol ies i / in reer ALCEA ROSEA/ HOLLYHOCK ce oO ge Oo ° | ACCHEMILLA MOLLIS/ LADY’S MANTLE wu i /f 7 ALSTROEMERIA SP./ ALSTROEMERIA uw yo | ANEMONE HYBRIDA/ JAPANESE ANEMONE 1 / ANTIRRHINUM MAJUS/ SNAPDRAGON ASTILBE SP./ ASTILBE BLECHNUM SPICANT/ DEER FERN CAMPANULA SP./ BELLFLOWER : a CROCOSMIA SP./ CROCOSMIA i CHRYSANTHEMUM MAXIMUM/ SHASTA DAISY DICENTRA SPECTABILIS/ BLEEDING HEART DELPHINIUM ELATUM/ DELPHINIUM ECHINACEA PURPUREA/ PURPLE CONEFLOWER EUPHORBIA CHARACIAS WULFENII/ SPURGE GAURA LINDHEIMERI/ GAURA GEUM SP. HELLEBORUS ORIENTALIS/ LENTEN ROSE 7 ee . . _ _ HEMEROCA_LIS HYBRIDS/ DAYLILY ~~ - es HOSTA SIESOLDIANA s ; HOSTA UNDULATA - secrete ae oe dee ae | NICOTIANA SP. ° t ~ “ti PAPAVER SP./ POPPY _— i POLYSTICHUM MUNITUM/ SWORD FERN ; f SALVIA SP./ ORNAMENTAL SAGE ~ yi SCABIOSA SP./ PINCUSHION FLOWER 3 _ . : e (a) SENECIO CINERARIA/ DUSTY MILLER OY Ge) yore _ CO aL Y ee P ; yi BECBUSUS WINE REVISION: BLS 9 é a Te yo a a“ PARTHENOCISSUS TRICUSPIDATA/ BOSTON IVY oe 2) c = ee _¢ v4 ff HYDRANGEA PETIOLARIS/ CLIMBING HYDRANGEA eEUED AulS 17, 2000 a sare + LN AX - vie ae a ; Of, / S Kay Bs be we ee ee ORI MQ Of GRE S mm - “oo 7 J DATE: DECEMBER 15, 2000 7 ana an ; | = call uae DRAWN: JR, RF - te, . oo Ps. at Ys, “EXISTING 5 \ ‘4 1. s d ] EMERGENCY ( 6 2 { <e } C ° } ACCESS 2 Y ~~ ? 2 J A aeey ay 7 ra TD AS Sem yr C Jy he FA Me a \ & 8 3S _ - ° ) _—.* aan SCALE: 1° = 20'—0" | 7 O a \ = \ _ ee ) eee ) a ~~ - ) 00-0400 Sh-00-14#2 L.1- 00°-¥S 0070-00 Ol] NW1d ALIS AdVOSCNV1 dy ar ‘NMVYd da ‘G3x9SHO 002 ‘St YASWADFA ‘ALVG 0002 “LL ONV ‘GANSsl ‘NOISIAZY YS A L N S 9 S0 E d N O S A A AD O IO N H O S A L AD A T I O O WO I N H O A L NO L N A Y IN A W d O 15 A S 0 d NO I S A C VS G O — - O 0 0 G ON LO s P O d U d d NO L O N I H S V M 4O AL V I S Gee "ON Alspldilaso ONVV} LOJLIHONV AdVOSGNV1 d3u31S|O4y NOLONIHSYM JO 4LVLS Rae Aa | YSadWSLS “W LLOOS LOSLIHOYV A GSYSLSIO3Y OZ €26c-F29 (902) XV + LLLe-Fz9 (902) TOTS6 VM ‘ATLLVAS - LS ANId LIZ 002 ALINS + YHMOL OIdNATO SLOaLIHOUVY GHd NALS W'S ETE Ls 0002 2 ¢ 930 NOLN3Y 40 ALIO ONINNY Id LNSWNdO1SAaG 2O afk ‘~~ O 28h ‘OO O90 NMOHS SV NMOHS SV NMOHS SV OINIOVdS INVId 2 e 4 Tat i (ae .0-,0% = an OP oz Ol ‘LH slOd ,¥ “Wo | “WO CG “WO OO GS OO G .CL NIN Wo .v/l-l NIN WO .Z/t-| ONIN 3ZIS LNWId ‘AIVOS A © N VIONVYGAH ONISWITO /SINVIOWSd VAIONVYGAH MAL NOLSOG /VLVGIdSNOINL SASSIOONSHLYVd ANIA SNONAISSd A YITIW ALSNG /VINVYSNIO OIOSNSS YIMO14 NOIHSNONId /'dS VSOISVOS JOVS IWLINSWYNNO /’dS VIAIVS NY34 GYOMS /WALINAN WAHOIWLSAIOd AddOd /‘dS NaAVdVd ‘dS YNVLLOOIN VIVINGNN VLSOH VNVIGIOG3IS VLISOH AIMAVG /SCINSAH SITIVOONSNSH JSON N3LNST /SMVINJINO SNYOSITISH ‘dS WNA9S Vunve /IMSWIGHGNN vanvo F9YNdS /JIINSSINM SVIOVYVHO VIGNOHdN NIMOISSNOO F1dNNd /VSYNNdYAd VIOVNIHOF WAINIKd Tad) /WALW1g WAINIHd 130 LYVSH ONIGSAIG /SIMISVLOSdS VYLNIOIG ASIVG VLSVHS /IWNWIXVW WAWSHINVSAMHO VINSODOYND /'dS VINSOOOND Mamoisngsg /'dS VWINNVdNVO N34 yagd0 /LNVOlIdS WANHOI19 daisy /'dsS APsV NOOVYGdYNS /SNAPVW NANIHYYLLNY JNOWANY JSANVdvP /VGINSAH SNOWANY VINANAONLSIWV /'dS VINSJWSONLS TV JILNVA S,AGVT /SITIOW YIHIWSHOOV MOOHATIOH /V3SON VWa01V CIVINN3Ygd) YO1O0D IWNOSVIS NMV1 Q3S0345S VINOHWA ONIdSSYD /SN3d3YN VINOHVN IYOMSNHOP “LS /WANIOAIVO WNOldadAH AMNSEMVYLS /SISNSONHO VINVOVYS SSONMOON /SNAYNdYAd SNLSIO YSHIVSH HOLOOS /,AVMVSZVIE, SINVOTINA WNATIVO VLINVZNVA /,LSIN O1sIOVd, SOTIAHdVLSOLONV MOINNIMINNIM. /ISYA-VAN SOTIAHdVLSOLONY FIONG LadyvO /SNVLday VON YIAOOGNNOYD AMNSSMONS /SNEIW SOdYVOINOHdNAS Vatvzv snondioggq /YvA SITIOW NOYGN3GOdOHY VIZLNAG/VASON VIZLNSA HSNG AYYASALNVSG /VOINOdVYe VdVOITIV9 GNYHS SNONCGIOSG TIVWS WANYNEIA S.CIAVG /IIGIAVG WANYNSIA VAIVZV N33SYDNSAS /YVA SANYNM NOYCGN3GOGOHY NYOHLSYI4 /,ZNYO VLNVS, VHLNVOVYAd GNYHS ASTIWA-SHI-4O-A1N /VOINOdv? 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ONILSIXS ~*~ . af reece Soe on Q ; it a a Cae * rj LA . i CO pas aes 2 a fl ee eae Soe Ne OO sa ae udu ONIGD UAE YALNS9 S0EdNOSsAY ASO IONHOSL non i ONIGTING | ro : / | | ’ Le a | oz a on ats SS... nite OT ida ONIGD TAG LA E RENTONNING SUITE '700 DEC 2 2 29 217 PINE ST + SEATTLE, WA 98101 (206) 624-2777 * FAX (206) 624-2973 NTP REGISTERED = ARCHITECT SCOTT M. STEMPER STATE OF WASHINGTON DEVELOPM CITYO 5.M. STEMPER ARCHITECTS OLYMPIC TOWER 4 AH R 26 3 0 vS 0 — — 0 0 0 ¢ ON LO A P O d d NO L O N I F S V M sO SL V L S 4A 9 A T 1 0 9 0 WO I N H O A L NO L N S A Y WA O d d d V AL I S b TH A S 1 - - Y S L N S A D AO U N O S A Y AD O IO N H O A L S RECEIVED 5p eeeneninng 4 Fy 28 6 d poeenteitincnenonttrn atti DEC 21, 2000 JHA NEIGHBORHOOD MAP REVISION DATE CHECKED SMSA9955 Sa-00-1 42 eo eo ot art Pe ae 600 } 400 100 200 0 NEIGHBORHOOD MAP PROPOSED NEW BUILDING AT THE RENTON TECHNICAL COLLEGE RESOURCE TECHNOLOGY CENTER GRAPHIC LEGEND: SITE PLAN NTT SS eee a ote ~ / — | S.M. STEMPER (#) KEYNOTE ee PROPERTY LINE (SEE CIVIL AS REQUIRED) . EXISTING LANDSCAPING * EXISTING FENCE — . EXISTING FENCE TO Sf PE eee, 538 | OLYMPIC TOWER - SUITE 700 217 PINE ST - SEATTLE, WA 98101 (206) 624-2777 + FAX (206) 624-2973 NEW LANDSCAPE AND SITE WORK BE REMOVED DURING CONSTRUCTION AND EXISTING ASPHALT TO BE REPLACED % / \ ° { , basniling ee Nf ow eto BUILDING "F" iS \e| NEW BROOM FINISH ° SICIS SEMEN VAs ro \ pores es) EXISTING ASPHALT TO : GAS LINE | y ay , \ : ARE A / / > | \ | CC / ff a | \ i 34 STALLS * Sea I} oa rte BE DEMOLISHED ER ENS fo | | AZ / rata FP UATER LINE eS ee Lf fan ~ ™;,, _- EXISTING CONTOUR UNDERGROUND TELEPHONE SIDING “De . Ke 7 le - | | Va whe ; \ C L / / PAIN) FIRE HYDRANT — BERRIES / / df / 4 BRICK BUILDING ——= ; aie ae i ot a ara (EXISTING TYPICAL) ie OVERHEAD POWER f | /} © - use UNDERGROUND POWER CATCH BASIN F.F. ELEV=329.18' (NW ENTRANCE) © a Crear Cara eats yoo | , <> y, (SEE CIVIL) / é f ie . / / 1 ua HS / J / [iy f ~ / fi / "oy i ’ / / | ’ / a! : / / / r /| . y a : \ / , y / /\ eee w® Y \ ooeoe y | Pa ! // / pod : ‘Ny es | a / // gy [ A é i AB L 1 f \ i x if i} yo afi g Vv 7 Uf f P / ° | 4 \ f . / LV / Yon f th. / | / | | Y c > ) a <a vad \ ‘ Fi sa , & 4 0 8 te fe Ni ar er oy | Lv 5 i | AV \ 4 z IN y a : . — : > . 2 gs - ( Ay ' D , _ J. y Zp 4 3 / / o/ } { /} /, / , >s | F Sy i r mS “4 fe OA } : . 2 oa aa A y, L - J O Vv e) / / / / / = F 7 / Se > Cree & 7 < so / / hay ‘ 4 ‘ tA Al ' Yih A _ a ee Y L fig , ‘| fi / — C- / | { / fe | ) i i < y aN < / / ¢ a re ra / \ / ' fr 1A fr aw pes ff iS F x | g oes BN y a N Nan eye) Y > ff / \ \ S/ < , a / / \ Ay ~ > ff \ a + ¥ y 7 ' a ' t ‘ y ' ‘ ' la , ZL N Ky if l/ 3 Vat fr 1A Al ‘ ' ) A 7 Y 1A Al ' Lr fr Yar A woe Cn GENERAL NOTES: SITE PLAN / | Is - 4 / / / 7 / YL . 1 A cr : = ( . \ / apie ——— i _ fn 8 vo \ / ao A. SEE "CAMPUS PLAN, SHEET ALO, FOR PARKING ANALYSIS, ZONING, AND LOT COVERAGE. /] 1 de a Sa La ed =) oy a _, oo 1 Oy ree Nhe a8 STALLS OHA DIGAPPED STALLS”“" No! bia 4 ‘\ ny es eS Oo 0 / / B. REFER TO SITE SURVEY, CLO FOR ALL EXISTING SITE CONDITIONS. i / ii BON Bibi: SM yi ag 1 ANS AG Sh I A, Atle ai argh Pages ae fm em: oe ae SS S44 / f LGEL IL Le | | a -_ L188 / / , } ‘ Hit Ah Poul ms te 1 nw Whew wi uth tw wh we iw Ae oe es tid a tami ema ae | ‘s hs C. SEE CAMPUS SITE PLAN FOR SITE SQUARE FOOTAGE, LOT COVERAGE, AND PARKING hf £ NZS pre, A \ Sp EVAL ELE IEEE HE SE SE rr ae? FaN poe L sia ieee Po Q : ANALYSI6. aa P< |S poy ~m | NALS SALA ANA 0s fv forhe fre if ry A Ars ONE Pe ash 3 | ; 9 | / f ff / a x i ia fe uf Pod wae uur ewavaaey MRA GS EG Ao FPR Lh A Pe | |= E Ce | KEY NOTES: SITE PLAN [iif wT NG gl Le . ABN OS | Oana cane | | \ 2 Q y lB) J | O | |= RONSON RE era | ll | LOADING RAMP CENTRAL PEDESTRIAN PLAZA @ PLANTING. (SEE CIVIL ¢ LANDSCAPE.) BRICK AND STEEL BUILDING | 3 ALLOWABLE HEIGHT ABOVE GRADE: 50' A hy fk a as ta Cae ee Oe: ae tae | : PROPOSED HEIGHT ABOVE GRADE: 41! : ALS K LAD ASSESS MLN ISAS DSS DYN NY. SASL es ” i tse ee Kore te er REM 8 tb HUA 4 XK A et OVERLAY AND RESTRIPE EXISTING CENTRAL PARKING AREA. CURBING TO BE REPLACED. (SEE NOTE 23) EXISTING GRADE AND DRAINAGE TO BE MAINTAINED (SEE fifi. mae da His : CIVIL ¢ LANDSCAPE FOR PARKING LAYOUT). jie & 4 Vf es =F ELEV=329.00 a hs bpd Ce eee ot de aa ae ff hoff ee | NEW SOUTH PARKING AREA TO BE EXTENDED FROM EXISTING SOUTH PARKING AREA. aan of ; - A | ALLY he dae eee 3 ICK BUILDING _ (SEE CIVIL) NOTE: NEW IMPERVIOUS PAVING W/ STORM WATER COLLECTION/WATER F. ELEV=334.75' | QUALITY SYSTEM IN THIS AREA. i FIRE SPRINKLER RISER ROOM, SEE FIRST FLOOR PLAN. 26,078 SF FIRST FLOOR 20,744 SF SECOND FLOOR 46,822 TOTAL SF DING "A’ BRICK BUILDING . F. ELEV=336.74' CONSTRUCTION TYPE: II 1-HOUR (AUTO SPRINKLERS SUBSTIT CONSTRUCTIO ESTABLISHED |5' WIDE LANDSCAPE BUFFER TO REMAIN ALONG JEFFERSON AVE NE. EXISTING SANITARY SEWER UNDER PROPOSED BUILDING TO BE REPLACED AND ENCASED IN (SEE CIVIL. OCCUPANC A3 = 26,070 § B = 20,752 § REROUTE EXISTING GAS LINE FROM UNDER PROPOSED BUILDING (SEE CIVIL). PROPOSED CHILLER PLANT LOCATION @ BUILDING '"C" WITH BELOW GRADE CHILLED WATER LINE ROUTED FROM BUILDING "C" TO NEW BUILDING. WATER LINES (DOMESTIC 4 FIRE) LOCATION IN PROXIMITY TO RISER ROOM (SEE ARCHITECTURAL FLOOR PLANS). GAS SERVICE (SEE CIVIL). FIRE DEPARTMENT ACCESS AND EMERGENCY EGRESS AT JEFFERSON AVENUE NE,, (2) LOCATIONS. (6' WIDE) CONCRETE WALKWAY AND STAIRS TO CONNECT NEW PAVED WALKWAY WITH EXISTING SIDEWALK. PAVED WALK FOR FIRE DEPARTMENT ACCESS AND EMERGENCY EGRESS AT PERIMETER OF BUILDING. ELECTRICAL TRANSFORMER ENCLOSURE (7! X T' X 5! HIGH). RE N T O N TE C H N I C A L CO L L E G E TE C H N O L O G Y RE S O U R C E CE N T E R BUILDING "B" BRICK BUILDING F.F. ELEV=330.62' (SW ENTRANCE) F.F. ELEV=333.60' (SE ENTRANCE) BELOW GRADE STORM DETENTION VAULT (SEE CIVIL?. ST A T E OF WA S H I N G T O N PR O J E C T No . 20 0 0 - 0 5 4 BELOW GRADE FIBER OPTIC CABLE. EXTEND FROM BUILDING "J" TO NEW BUILDING. (SEE CAMPUS PLAN ON SHEET AQ) REMOVE EXISTING FENCE. REMOVE EXISTING HALF WALL ¢ PAVING @ DOOR TO BUILDING "D". RETAIN ACCESS/EGRESS FROM BUILDING "Db". GARBAGE # RECYCLING AREA BEHIND 6' HIGH WALL AND GATE. NOTE: I2' ROADWAY MAINTAINED FOR STORM VAULT ACCESS. VQ H @ O Q O O O QE C L O M C K M ) &) (18) ESTABLISHED TWENTY-FOOT LANDSCAPE BUFFER TO REMAIN. STORM DRAINAGE SYSTEM. (SEE CIVIL) DELIVERY AND GARBAGE COLLECTION ENTRY. NO RAISED CURB IN THIS AREA. TWENTY -FOOT WIDE FIRE LANE (SHOWN HATCHED) WITH TWENTY-FIVE FOOT INSIDE RADIUS: FORTY-FIVE FOOT MINIMUM OUTSIDE RADIUS. TRANSITION AREA FROM NEW OVERLAY ASPHALT PAVEMENT TO EXISTING ASPHALT bing ff SX ——Z Zo eT ON PAVEMENT. manuel Oa: | to Jf | eo i \ PAVING, WALKWAY CURBING, AND LANDSCAPE ALTERATIONS TO CENTRAL PARKING PERIMETER. NOTE: EXISTING PAVING TO REMAIN IN SOME INDICATED AREAS. SO O Q O S T E C H N O LO GY ieee oc a a y / — yo vf oo Ty SiS . co ee / a | yo | y t 7 >>> 22 ISSUED: DEC. 21, 2000 | / me K ; / 4 / ; / a 2 oe ne \ . we . | _ ; P. Vv ; 7 | ) _ Z an 4 YC ; | Sp a Sea . ra a an ie / DATE: NOV. 2, 2000 R R Porn | ee / 20' SETBACK , 18 STALLS, 2 HANEIGARPED STALLS —. | : / | E S O U C E } ay ‘i CX i rr TO 7 a ee aes —------ _ ee ee ee oe mete ne * § iF CHECKED: PA | a pe | ~/| _ a we ; | | ‘| ( V ae | | / os ‘ ~ 4 = Se en 7 j / a ; ; \ MOR | y pw DRAWN: JHA/SJT CENTER CUB BK Sk ast J = [ | i f XQ | \J / ' / law a | ar rN : ae . wr SITE PLAN | \RB_W/C( ) \ _ ie WA, a ; SS \ . ani aon rr.) mS a Vy TN PROPOSED NEW BUILDING AT THE | if ioe eee oe ne Re mS RENTON TECHNICAL COLLEGE cam ae Seda ronments 9 cies a Soop east gti to lo fo PS Se Be NEN, a a a os ad eh TF eo oe Se EMERGENG YO ap ee i SO 6 ig we = i Coe Oe So a a & Bel ON yy = Pa, ' en me La ee 330.04 \ | | = SS G rn << ~ iy aa RCHITECTURAL SITE PLAN _-... 8 eg —= = = - ON eee, ne a - _\ 4" = 20'-0" % ye | ee | NE ATH ST : 20 40 60 D _ | | 1 643.93' / . a é \ / \ — a PROPERTY LINE 7 \ 1"= 20' cS @) a - 7 7 ~ | ~ ~ ~ =— = - - = ee = Ee sa _ N8913'02'W a \ | \ ss a ” , | ee ~ = -= a Bes Se see ae cy _ _ * - ’ 1) = ___ ——— = - = la | _ : a “4 \ i 7 Re SS DD a _ _ _ _ _ _ _ _ __ a ee (DQ — SS Se SS ) a 4-00-1472 PROGRAM AREAS. INSULATED GLAZING, STOREFRONT WALL FACING COURTYARD. ALUM. FRAME, INSULATED PUNCHED WINDOWS. (FRAMES FURNISHED BY OWNER, GLAZING AND INSTALLATION BY CONTRACTOR). ® ©) | | | | | ] | | | | | | | | | | AIR HANDLING UNIT 369 5() , | | — | : | | e CLERESTORY STOREFRONT GLAZING SYSTEM. es KEY NOTES-ELEVATIONS: @) © ©) ©) © (¢) @) ©) @) @) ©) () ' CG) MAIN ENTRY w/ STOREFRONT GLAZING SYSTEM, He | | | | | | | | | | ~ | | | | | | 369 50) COVERED ENTRY. SM. STEMPER | | | | | | | | i | ) oe (2) MAIN STAIRWAY TOWER TO LIBRARY w/ VIEW ARCHITECTS CORNER WINDOW. OLYMPIC TOWER + SUITE 700 ee 217 PINE ST + SEATTLE, WA 98101 —T TT [WT TT [WT TT Tat TT Tat Tt" Ti ee SSS | SEX (¢) a G) S00 URGE ee =| == = Pin LAT TTT TTT TTT THT) (Lc ———e \| | = SSL aoe Ul : 7 ——— : | | T 4 | il | — 2 =e | = — ] === Hl Hl ! ©) (4) ARTIDISPLAY WALL. WY Ov fe | of LL oo — — eS a 10 | tt ne | aH a =f iui | = : Tm 252 a rd () SCREEN AROUND LECTURE HALL HVAC w/ METAL TPS are — Pp i NN | | = =| 4 ——==<<— = oo ee pg 8g Se ee WALL PANEL. | | | a FT | : a | TT | |e es 329 O00 (6) LOUVERED OPENINGS FOR MECH. PENTHOUSE. —_oor—rr— = SS = tii ee SE ee a ee Se Bae SN ee em “— —— = 7 o- G) AUXILIARY ENTRANCE TO CONCOURSE w/ - : ~ __ oe Sa ee - : : - = P > [= = = —— : CORNER VIEW WINDOW. DEV @) ©) o ® OO oO 3 SOPMEUER aon L L L L SUN & WEATHER SCREEN. DEC 2 2 2079 4 EAST ELEVATION ( , AM P | S -E | EV A O N (s) CONCOURSE TO FIRST FLOOR CLASSROOMS & RECEIVED ; (SHOWN DASHED) EXTERNAL SCUPPERS & DOWNSPOUTS. GARBAGE & RECYCLING ENCLOSURE. a : : = : : oo , TT —H | em a 3 | LEGEND-ELEVATIONS: == [== LaLa or | ab ie TEE ee ie ee E ft === — === | 1 1 ot | i Fil = . Z . i a ~ | BRICK MASONRY VENEER — | —— —-- WORK | AP AP COMPUTER SERVER een = LECTURE = = METAL WALL PANELS | Fag c = ! corns recent fas ore : Te | iad | COMER Lap a ca | = = = 3 ? Q 0) 0) 1 A‘ | b | 4 | ; —— K o- CONCRETE TILE ROOFING a an _ LINE OF EXISTING GRADE —— PROPOSED NEW GRADE -—- TOP OF EXISTING FENCE -—- TOP OF PROPOSED NEW FENCE RE N T O N TE C H N I C A L CO L L E G E ST A T E OF WA S H I N G T O N PR O J E C T No . 20 0 0 - — — 0 5 4 a a ~ 369.50’ PROPOSED NEW | | | | | | | : . FENCE (TOP OF | | FENCE Sr | | = SS Se SS ee DASHED) | inn LAHAT AN ini $$$ _[ EXISTING FENCE : 1 THA TILT WNT T | I [ | | PHL (TOP OF FENCE — : mia aul valli Mt e+ SHOWNDASHED) -4-=— | Ff A ll - a — =a | LT NEW SITE WALL-+4)\ y wg OT Lo on en. oe. LL -399-00' ==. = wm Be ———— a —_ sab eecem —— = ——— — a eee eee eee ee . 2 ae i eS = BE 2s ee ™ ee ii ee do ; Co) mesteuevaion JF FFERSON AVE NE ELEVATION TE C H N O L O G Y RE S O U R C E CE N T E R - - L E V E L 1 SI T E AP P R O V A L iy 00 0 c vO - 8 F -4 } ZO AO N AN © ® © TT © 6 © 2G © © @ ©) ® — DATE: NOV 2, 2000 CHECKED: _..PA 369.00 Py titi 369.50". = | ~ ~-lTFINTL Ts LL ‘io - — 8 - = ) : = | : = <a - ! DRAWN: JHA OG FENCE - 2 LLL do — | Y — INEWSITEWALL ELEVATIONS TECHNOL Y A 0 SS | = al NEW nN ' 329.00 Hog Eto —Ststsé<C«*:«C#8 29.000 RESOURCE svi a Ey _{ te tO, EXISTING — 5 CENTER WALK ; rroposeonewautoncarme | (@)SUMEETON NE ATH STREET — ()-tomste*" KIRKLAND AVE NE | A3.0 RENTON TECHNICAL COLLEGE SMSA9955 Sh-00- 142 EXISTING GRADE — ee ee CAMPUS LEGEND [ZZ PROPOSED NEW LIBRARY EXISTING BUILDING SITE WORK (SEE SITE PLAN) <2No PROPOSED NEW PARK'G STALLS (23) NO. OF EXISTING PARK'G STALLS S.M. STEMPER ARCHITECTS OLYMPIC TOWER + SUITE 700 217 PINE ST * SEATTLE, WA 98101 (206) 624-2777 * FAX (206) 624-2973 | [= 38,300 SF 7 _ er Be ena at mE) iT] TRI PTT] SEAT TTTTY, THA GSMNse es | | HTT | LLL HW stay Y | B SRROSRRRRRRR AVL SHERERERREEEE TUE MONROE AVENUE NE CAMPUS PLAN LOT COVERAGE EXISTING CAMPUS (SITE APPROX. TOTAL) 1,351,500 SQ FT EXISTING BUILD'G FOOTPRINT (CAMPUS BUILD'GS APPROX. TOTAL) 334,200 SQ FT PROPOSED NEW BUILD'G FOOTPRINT 27,000 SQ FT PROPOSED TOTAL BUILD'G FOOTPRINT (CAMPUS BUILD'GS & NEW BUILD'G APPROX. 361,200 SQ FT TOTAL) ALLOWABLE LOT COVERAGE 65% PROPOSED LOT 361,200 COVERAGE 1,351,500 E27 25% IS LESS THAN 65% (ALLOWED PERCENTAGE) THEREFORE "OK" 1" = 100'-0" TECHNOLOGY RESOURCE CENTER PROPOSED NEW BUILDING AT THE RENTON TECHNICAL COLLEGE PARKING ANALYSIS CODE REQUIRED PARKING NEEDS FOR CURRENT: RATIO REQ'D REQ'D BY PARK'G CARS CODE SPACES EMPLOYEES 175 1:1 175 FULL TIME DAY STUDENTS 1950 1:5 390 EXIST'G TOTAL NET PARK'G REQ'D BY PARK'G SPACES CODE INCREASE 827. 565 2 TOTAL 829 STALLS IS GREATER THAN 565 (REQ'D) THEREFORE "OK" NOTES: 1. EXPECT 4% GROWTH PER YEAR 2. NEW BUILD'G IS NOT GENERATING SIGNIFICANT PROGRAM AREA. PRIMARILY A SERVICE ORIENTED BUILD'G (I.E. LIBRARY & COMPUTER LABS) 4220 \ REGISTERED ARCHITECT STATE OF WASHINGTON DEVELOPMENT P, CITY OF RENTONNING DEC 22 2009 RECEIVED RE N T O N TE C H N I C A L CO L L E G E ST A T E OF WA S H I N G T O N PR O J E C T No . 20 0 0 — — 0 5 4 < > O or ae ae <L LL - op) —l Lu > Lu 7 or Lu | Zz LL O Lu O or =) O %) LL oO > © O — O Zz 7 O LL [— REVISION: ISSUED: DATE: DEC 21, 2000 CHECKED: PA DRAWN: JHA CAMPUS MAP AQ.2 SMSA9955 Sk-00-174Z me m WN S es 2 OQ a = R OQ vo 0 Se a BD ee vS 0 — 0 0 0 2 ON LO S N O U d NO L O N H S Y M 40 SL V 1 S , an . e) i: me , Es ) [a s be ss H s| $5 o 2 AT E Ee as - 4D A T I O N WO I N H O S L NO L N S Y ge t t a = © g ‘O r e s : x iB yo y Z| ol ha ) Sp e e } § ag Sa | 22 1 <3 A aS WA O U d d Y SL I S | TA A S 1 - - M Y S L N A D SO N N O S S Y AD O IO N H O S L a gi el Eg |2 SA-00-172 OB R 9 EZ 2% , BF #3 4Th i 44 * ? Le e NG ws H r 5S) Jd te emotes SY niaanaeE REALE * aes os ee ~ 328 NA Y on y an n e 8- 7 2 . ae “4 Oo ad ae : “S S Zz ti s Pn Yo ) bd Bo emmrner © wm s i i e d y gr e a Oe pe t t y PB T be a s t ~° gx EV B E Ra n p e n d e: oc ao Po w e s c e s r s h OP on to n g ’ ee samatgone © 400 UM N TS S Peal \ «f s Ft a a) 1"= 200' ‘ Lo p e et y 2 ¥ en Res PR K eR EL 2S } on 2 Based oO al 5 a i = pe a c a e n a g e r c p e n t e a m c pa c m a n se a m a n : a | & “4 | 4 i | OF e G 2 a i 3 &. | = a OD PM G AS OR L cs t Pe e t ? Ba e ‘ ; t MA E S OK Pr t ID wf r ni e n t e nc n i c r a s e a r n n e n sa s y r a n a s t h TION Ft SIA 4 mo w e d NE B L bE 7 b ) | Pr e n p s y | : 2 - ; k s E Jp ye e p EE : od Be g FS b e r e E a r | o g s e n t P r e e t e ST , EN SS de n e n n e r cv ee r as s o % | ° wy . . sc e e r a p i e m n e ot we e fa s BL « OS bL Yo | at s oe s Aa ee e a ee 1 ho r . ae EE hi : em g ps e c ia n eg a l OS E P E E L Le B a CA L s WE N Ca e SY a ce e A ee a eT Pe ne \P eR ii \ e ’ Fa n g s ‘ ac o n a Pc i we i Bo a o oe ee | GA Rc o r NS . he MR S A Lg 2) | Ce h i p l 55 3 | i TN } oe Te s h p 88 5 ee e ’ Pb ; SA N ge - s 9 | : j gz th e s go l se e s : ne fa c 2 ga t a s YA S Oy \S k e al k g : mo d Se r ee EO N S OG L “B i n oy EP ‘ wa h , Cy ci Ay ae aw EN A ) 79 8 8 She @ § a i] S h 26 OF WP B E Lo e e l e oe Sd N # : j ie TE D , 18 SL i iy LO L “T d *X 3 0 N : q “w BZ ¥ eF E R NG . Sa n ee e ro a & eS ne s BL A = se na n t ss \ So i OF F is Pe r fo e | Os aN © “S A y NO L O N T o ay Dat & a2 en t i , Fe m OE Tl Za 3 bg t 28 9 a ty wi ie ‘ 7 Bo o g ” a ,. * mr : i | cr i t i x5 be a ER E AE EG E 2) Er e d | Ze e k ! MS on . Py ) Q ae £4 . Zo n e g SA Y NO I N G H T° “ ol i m s iy eet mp mere b Sith, gn & 5 si t ok aa ) ~ m4 Sn 8 Oe wt { oe & a eo A cs Se ue % Nb a et : Ps ee ey e NS Br e = Ka y ea fs 8 P « ee e _ 1 sa f e w g n e ® ry “o e 4 r) s ay tf cy 7a a ia $ \ 47 8 Se l e So e ! w . | LS Ip p e p “w e cy ; \a e ag e MM R aA is = . A : a ; ay ye s od y AY eS , ah tk s ot Ca F & > Se = a we p = AG 0, oe s | BE R DA Y AS I A N | & Ro it e g n s Er ) Eg Le ba Hi e e 4 es e Wy Os a is a ee W BUILDING AT THE = CHNICAL COLLEGE SUITE 700 VS Q — — 0 0 0 ¢ ON LO S P O d d NO L O N I H S V M SO FL V 1S 45 9 3 9 49 3 7 1 0 0 IW O I N H O S L NO L N S Y ge t WA O U d d d V SL I S | Ta A S 5 d 1 - - Y S L N A D SO Y U N O S S A Y AS O IO N H O S L DEC 21, 2000 ARCHITECT PA JHA REGISTERED SCOTT M. STEMPER STATE OF WASHINGTON S.M. STEMPER NEIGHBORHOOD MAP SMSA9955 SA-00-17Z ARCHITECTS OLYMPIC TOWER 217 PINE ST + SEATTLE, WA 98101 (206) 624-2777 ° FAX (206) 624-2973 REVISION: ISSUED: DATE: CHECKED: DRAWN: i ) s | 4 } t y i F N A I N O pe an [e w e s t et y SD R 4 gD = Ds fe a ag e om am c e ) es | od at o s g op yu k i Xe ne u é i i i Re v e l l 1 oe or ” Sp o r e a i y “i : sa r e er a t e ee t Le e A ‘ : : JA R NA Y ae ao e ea s e A ps | wr e OY At a , x ‘ i ” “D N GA Y IN N Y NS S N O - it e m me e e MO E Mi n e ew w , ta n coon er a t n c s ec o n 2 ve Oe ‘3 ep 6 6 0 E ¢ 600 Sa l e e n ba i { ee a u ? 400 ca p e pe e w e e ce c p i e p g e e e p e n i n e s e n c e Be c 1"= 200' 6 Ba e ye ye Be 86 2 bg. 100 200 | can 0 J aaa nee eo & . OO tre-ttte - eMmNSM < ete. 6 SURE © wm» De n i ac t a ig so r i in r a a E RN R OF BZ (S s A : = ‘ . af s i p e e u | sichee s So a a a ~ . ne , ‘ ° pe e r 5 aa me e e a ~ 4 i 4 / = 7 ea n ! - ‘ . op | PN O M A R IT I 3 ‘ ; cc —_ — QH D We d | 2 4 es § or e m ee a a a a G . 7 OS wo Gr o CE Re § “ , * Es a i ? Se el x 8 in e Pe 5 iy 3 - ms BR E We s e l BE E T S pe : ce n c i a r e r a n e n i ta s Te e TE E ni c o ¢ La Bes ‘, ‘, 3 586 ‘9 PS s he i i i £2 6 . . . ES S ! e & NEIGHBORHOOD MAP fa e GL *. S 2 OF » BI E S tE S ee ea Se a a on =: LE E S O N SO B ia r | st i p e gS AK so a fe u p GL E Z E 10 0 , 3 8 Nn he ] re s er r s ea n t n g r e n e n n n a r 3g ao er e , By e1 5 4 . 3) er e d . BA Y AO I N G H 1 ee e i eb Bw SB U S 9 a pe i e r o n a e r o r - y e e y n e u t i n e n s 3) . oe r TI T SF R a Fa e c a l Stace Ester ? : IA D DA S SI A FM F BA D wk Om st e to n e rs a ee a ne aa d be es a Le = ya ad e he e d e y a ee eT a { ar e eu vo e s c t e eo B ti g h a h e : ) ‘ ME ey n on d | eg i y : is wa g ae Tr t Le i Ie c a n t e og | we e 4, NE.sEDM & NY TECHNOLOGY RESOURCE CENTER PROPOSED NEW BUILDING AT THE RENTON TECHNICAL COLLEGE i} | 3 é “Mie 323,00 6° (WS) STA 23345, ° } ] a sees \ _ = ae ans ub _ , Fa ré Z ‘a ee ae ; an | RECEIVED UNDERGROUND SERVICE (USA) SHEET NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. S feces oO ue N 6 =| bh N 1S [eo a ui | a uw = ir Y ! 1 1 | te ee i / é i | 1) / , 1 f | | An99°37'57" _ 7 , | ; 7 baw Re25111 / BUILDING F 4 i i | I an aa 7 nA36.88 BRICK BUILDING : fot ; 4 au FF.= 334.66" 7 an fo y i; | = Ph, : PSL 7 i I ; ! ! S oa 4 — AL |" i fo! 0 20 40 80 = oeusme y qt 7 bo go DWE | ixsi«wW J | S as euie f J ; ' i BY i NS _-- ES 2 i / ; i | of , ; Oz) & . Ss 4 I Py SCALE 1’ = 40 = Sata | of | Nae tf I ; Nee 7 ss EX FIRE : ; = om CONCRETE WALK Cy y : a oie 4 ; as Pe | | tn olf man te | - - . ST | aco in —_ > : . BRICK BUILDING 4! “2 oF : ~ | Js ) fe ‘ FF. ELEV=334.72' A | g | hood sf r) he A ean oe ‘ d Yo | i ed seh oN . 12°DEC e | ; ; ; | 3 [7 aE sua 5 5 i LA 4 / i 2 ; g Pe —4 _ vee : ; g ' “ys ! | | } as ~ | = Ar af | / Al HR aE | i: = ) oni fF | | /¢ As HL] BR i = / | aus 31639 f tt \ LG ZA , fo. | es g ' Z, S PROPOSED ELECTRICAL / / coi ay | iad OTT IITTTI ALA i | ’ ry = TRANSFORMER ENCLOSURE AY [ Jol a = ee ae ; of © a SEE ARCH’L PLANS / E a cu oe f 7 SL se EXTRUDED ae i lee Kk ! ! a” //i j BUILDING "D” L/S f *o aN an ee \ die hoot i | i's: BRICK BUILDING x | See a ails iy =| el | fd * FF. ELEV=529.18 | [ee a F een ( Ser hot i) fi : (N.W. ENTRANCE) P : " #8 rot | , : j : ‘ if wil | | ' é : fk ; A i ses syns ee We _— \lg 7081 { | ; i : 4 A . * : 7 Wi Be) my VW . . be et gm ree meee. i i | NEW DDCVA FOR B :) fel cee G Soyo mee ee ee oe ay a ; a, FIRE SPRINKLER Poy fh ii e A eo a on _ _s# | e Vihhi oa 8 | SERVICE ig g / / ie ° oe 7844 : \\ - FOC ‘oe — CURB \ ! ” Tus &? Fy FDC f Ey ; Ee seen 8 i) a ( \s ee A 334 ane | r NEW 4” FIREX AN F ers n\\ ox 0 me } 1 | || LEGEND 2 @/\ hele ae eae = 777A Id i ® SERVICE LINE 7 IS [he A : \reny =: a 4 i bod o : i / — ay eh ee a \\\\\\ (" OOP ELES “ IIE LE / ; if 4 Y » a 6S Pax, / EE: eet ale cee yee cee cae ((\\\\\\\) Le / 2K | EX FIRE ) ee Z f of d | EXISTING REMOVE PROPOSED ~ NEW 3 DOMESTIC DE ffs o : PON ae «le : 211 HYDRANT 7 f ji | e SERVICE LINE A / SEE“ MECH L PLANS | / ag , ay NE 4 3 BM AML The | = FOR CONTINUATION | , / Z J (ln Ans ; we 4 \ coe bo ASPHALT PAVING a 2 I= 324008 =| og ff. au, ef Butane 2 amen 2 J : y Ste i | es a / Tae . as A "BRICK BUILOING 7 ee L ‘ 2 / it OVERLAY ” 5 : 3 2 AY Hi : A ie = 47 » * i a g ue ES ' : 2 NEW 3” DOMESTIC ee ey (i 7 | in “ : AR | | fo ASPHALT PAVING _~ WATER SERVICE METER <6 Any 7 E ne ! a RESOURCE CENTER 7 “ é 9 All Als TE 7 , | 5 JF. ELEN=529:00 x | i ; qe comme 3 | | | CONCRETE PAVING = / zs 4 ladles BUILDING 7 é = : f fame 77777 ; ae AM At rl ee SsuH 9072 = ff f' - i ye ; CB 8623 f PY 4 a 97) yi ; ge r BUILDINGS > Fe 523.41 FX FIRE [5 7 NEW SSCO- KF tuk. 8 file cae / i 3 I ! a cone ad 4 r / “ y. mY . y, , IE= 332.18 4° (W) L é 4 ’ : | | | s . Yo ay HYDRANT | ft: “7£103 LF 6” SS —_ac too / Po fo TI AWE AE fy CONTOUR (INDEX) —-“w-— < ea ! F OA @1% MIN “ : = Le / 77 | AW) i) | ; | ac) ’ a \2 ; CONCRETE WALK TMH tes ; ov ABS gy J . i | O Fee, "RELOCATE EX GAS 3 TIOT TIT TAIT TA —— = et. ae 4 qes AMAL a} 8 : i | CONTOUR Bu 4 COORDINATE W/PSE US “s A |g 5 | d 7 / ok ! Ks 3 Z PROTECT EX “> oS \ ? BUILDING "A py aad | a : A, oS a 8” SIDE SEWERZ = ; : ; 4 / BRICK BUILDING - OLE AA) , plod ea aas & Pe 96 LF 8" PVE | SS AO BE] of Us ores at s , #) Fb F.F= 336.74 / tn a eat Po WATER LINE We 33 ENCASED IN DI/ | / MAN Du ~ ane! LP of y \ x eee EA HN | , | So @ STEEL CASING S {/ 4 o Te (BER RECORD) “ = te sara © 2 { E mA _ "AS ! : ' STORM DRAINACE LINE St ; _ z ~ g ~ i : i af = oy \ > SS ES, = CONTRACTOR TO COORDINATE [\\\ @1%°MIN VCONSTRUCT NEW SSMH fom y oat = pe / y \ lg zi eS WITH CITY OF RENTON E\\ Sassari / OTT; yoo i Ue: ( : a : i as = 1 | ( OVER EX SANITARY SEWER ; ‘ ‘ oe. wr 1 / / = 336.1 8° (© | ell i Ss ——— as = COLLEGE PRIOR TO i / fF: 2, \E 314.86 8 = = 7 IF= 315. 76+ oun / BRICK BUILDING ail e GRAVEL - a a a, : ) | 4 | ; / fF i Es SPF eile FF ELEV= 330.62 (S.W. ENTRANCE). LIVVVITIT ITT IIT cr _ Z fo p —__p__ CONSTRUCTION OF SANITARY fa i : CONTRACTOR TO COORDINATE | / * ELEN= 55860 (SE. EMIUNCE) SP el Gh Ly y | | a POWER ° P = SEWER UNDER BUILDING ’ 4 é ‘ w/ CITY OF RENTON AND Va é Lo cg 7656 Doss mt . / Pole LZ & | d ; | & Zz > REE aereaeeienea aa! | N EX LY, ft 4 eA eS 4 8 COVERED HI |g j | = 43% ie “6 j RENTON TECHNICAL COLLEGE/ en / | wawr Tf : | TELEPHONE LINE T —|T— oO j oii - : / aA ! ; : 1 AR is Z| ings ae Sey ee a! CONSTRUCT NEW SSMH | pee NY en |e i Wn 3/25 y WO ion “aa PRR ae : [ “ead EE | ai ! i q po GAS LINE “i a es <u § 26 LF 8” PVC — FoA \. ie 7, zy = : ; 2 ~ \ ; / WHT YE \ oo mss yt y iL @1% MIN ef : LY : IE= 320.9+ (OUT)N Y a : Se y | | hay Egat | CURBING g | : ae Oe / f/ i at OF TO COORDINATE qh. R J | | ral Bene S| 5 wef 4 a? | W/ CITY OF RENTON AND 4a WB iol oP 4 ie | & 88'LF 6 SS of mess | js RENTON TECHNICAL COLLEGE ? \\ge, - 4 A COVERED | | . : Po RETAINING WALL @1% MIN SiN REE / | PRIOR TO CONSTRUCTION rn rn 7 | ats ! | i i i | - OX E= 326.65 6" (E | ,oo8 y \ Sh | 1 6 SS P.0.C. ae Cre / . a . A | 2 8 7 ee . Ff y UTILITY EASEMENT = -~——-—- SEE MECH’L PLANS Ne / / Rr Aid hee. oa y [ et i é y Vee = oe a FOR CONTINUATION | “S87 fe ALLL ELLE ey yyy py SPOS, A | ) xb, y Es Bea on 1 Hh 1 | ae a. ” Be o ae gi ~ ae ; L ‘ | i fom | ; y Es 333.27 6° (6) f a | | TREES ‘ al . eS aD a Olé IE= 324,00+ og LATS ene ae oo J A x | ; g y | \ i fg Mae? ik Sat B 8 Z 8 3 I! i ay y Vy PROTECT EX. Sy = wrest. Mee LLLLLLLLL hia ae 2 EZ Nass or bP ape ad pupae pgp we ll ah ? i WATER METER /VALVE /FH & ~O- +@- B 4 s 5 & NEW SSCO- 7 PPR fi . sy, SSMH TO REMAIN aye ee a : ee i | : CONCRETE WALK & ; a i JO — i / : Geen fi : . —— 7 80L | ( FIR C a ; x | : om | EEE keg, paris iz | = YN \ en | | _JEBee | “| ’ . ~ = Te fi how WATER METER/VALVE/FH a ae B ‘ f a ie ; mo ° “ — i i 4 ee REP al CB 7134 : NE : . on [o) . - ‘ cs o J 8 ef i Sk, one 5 o —“ - \ use fue Ssa7 ae ang Se P| fre} ey a) / QAO Ss on \gme® Nag Fe ey saan | rt a Ji | STORM CB/MH “ a ° “ pe aK iB { EX FIRE E> 32887 8° (N) os = ie 59958 & (s) fg sie met y ies 331.8 Pe SE} fue 3s oe wh a Ee 3080 17 (w) | sa. a | Vos, > ol es : / ; ~ ~ raat ca sed / HYDRANT ae ew fo “eo ; E> 331.68 8° (NH) eo - ls =F 12 (e) | Z Zo J i Yo eo a a / = 2 TN — e al wee = — a y ro etl Fe we. ig SANITARY SEWER MH/CO O 6 e@ > = , a : L [ Ese Raorsotw i ln et Os PT | ek & a 2 _ GAS VALVE/METER loan ©) mM 8 Ba CONCRETE “WALK re 5 : “ - : s = = BOL BOL 3 . z 911.88" . : | Fi ENB a Oma aa ee Hs iG ae ‘ gryo? ped Gh Pace on EY . ae im 120. 7 19 i : ; ft ___ a i CONCRETE WALK ; 4 ~— ¢ —— ) 2 | ‘ aaa i : Pit 4 Ret Fay Lachen ; : CoNp : : foyee an oe ae ae : ‘ fae Wes) re eB : Bact EY wy oon -_ a ; soa Por a 1 7 sat ; - a ~ és, = ; J STREET LIGHT ASSEMBLY ‘ i SI —— oD sn a ae, 533 - é 334 C’ a —— ue cr i 336-0 | fr) N12 an Bera) inp sh ~~ “ “ie es ay a 339 ere i { ole |! Spor eg, fod SIGN : ; aa fousonat Sect Sci . : sed Saban rasta Cuagh atic ragesansSooreac LOM ay Foils 355. — en Seen . " { | . a ! ‘ 40. 12D oO. @ ery 3 on — oa . eee a i teu : VERIRAL CURB = : : il = i : NN > il = 328.15 8 oO | | ! ae . 2 ¢ s & CONSTRUCTION LIMITS sae i — an _ _ Neg s02°w | | | ssnien 0 ~~ => safe t i | ! a eee ‘ : H } CG a | | 1 DEVELOPMENT PLANN | it CITY OF RENTON NC before you | | ' ! | DEC 2 2 2000 Dig. 1-800-424-5555 [ON TECHNICAL COLLEGE S.ML Stemper Architects, Seattle, Washington 98101 3 = LEVEL 1 UTILITY PLAN KEYMAP , COUGHLIN PORTERLUNDEEN A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 P: 206/343-0460 SEATTLE, WA 98101 F: 206/343-5691 RE V I S I O N Sk- 00-172 NO . NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. S =] eh! “ls |e Jot |B a |g Gi / / | ve ee / , 4 i | | ; Z | Cp / ; Z po - | Cp ; ; | i | A=99°37'57" tC _ y ; 4 ; A ReZst.t1) 5 BUILDING ”F 7 | es BRICK BUILDING ‘ to aa fr) / y FF.= 334.66" y ; 4 ; Q_ A ; | | ae ¢ : /. % , g é ON | [ [ 0 20. 40 80 gf 4 , , ok | Y . @ SD #1, EX SDMH #9079 ae en y Ai ookl | bt fo NBA ] = RIM= 321.05 INFILTRATION VAULT Ry a eg cee i j Ae inl P le | | 4 LSC KSC. Oz aa IE= 317-45+ 12°(IN)S W/ OVERFLOW RISER ne i e/a / 4 | ro 1 of 7 = AQ’ = EX IF= 316.95 18°(IN)SE (60'x25'x4.67' = 7,125 CF) | ge f é | : ! | , | SCALE T = 40 a aa ‘ ” = ——— —— : ees WN, fs | + LGA : i I, { | Ey EX IE= 314.60 12”(0UT)NW ae. _, : DE ce ZnB Dahbabh eh sed BI Uden atte al KO an c 7 ; arate : cee ! i Ze y, ee ee at 7 cr ; qi Weel 3 4 | Py eRe g 11g aoe ~ ; Are UE Ai \ieel ! Uz | 2 Ife 3140 18" eh __ g BRICK. BUILDING \ a : : : we | [3x ¢ FF. ELEV=334.72" Ai | Lo - | = RiM= 317.07 Dp j oe - At | ! 2 Es Be e rel +4 BENCH ON Fy Z oF ’ | | ; ! 9 O | Ww CONC SLAB & , g 2 yi i ; } geb S : : | { ! r / Si 8 f ; i ! £ / ii é y | in ; ; , < bee | / | / A ; OA, Bs I / i. / oa “2 / . A e ~ = ‘a 738° ! 4 d @ f 4 8 (sp teu f a / ar, ’ yy VSS 8° CHANUNK [f | j oe T . pa] / \ I ia L, as z vA Pf LLG ALS 7 LLL é Ze a ont - ee: | i ; 4 oe) E Pee / / yi fe ’ Vv “Heel Le Lute |, Face ; i i ] s a BOD EE oa A ; or Y a EXTRUDED CURB Be ick | | { ! rr) / f Sibse 12) / a 1 ane aa FS ES 3 — :| ae l ( i i ; SDASTYPEICR // | i ; Wy P| | Lia ase BRICK. BUILDING fb ( : "es aa \ell pr oe = RIM= 324.0 . Dyin) AT FF. ELEV=329.18 | ee dy if = of fee) _ ” : 4 y ; Ee ‘ We . | | i pe] IE= 321.04 8”(OUT)E IN (N.W. ENTRANCE) j - af 5 | | ae s us RTS = te 0 SF s : | “ ye / ree 3 a il eae aaa YESS : Awe Fa ie Bee —_—ee “A ‘i a] ‘ao! , 4 aoe , 3 ; ra fa Whey 7 - Sok A / es oe ee i I ‘eutis = \ ae : ae St : «i = IRVAC Fo¢____ EXTRUDED CURB : by ! ; : peaHR/cnP a \ Ee 326.31. 8° (ttt) a oocv \ | | | : i ; = Te ol GE LEGEND 2 AEC AL : STTIPIILIT IF “eaaee rod bo Ch, 7, g we \y ov y . , / f Qj EXISTING REMOVE PROPOSED x dx: ‘ ae 4 3 s ye a T { © c fe) Sd x : i ba Z g he 8 Ls / : a i & - = { SS f 4 y ~ y : é E Xe ps ; ASPHALT PAVING 4 Z. © Es An y | PBUILDING ’C’ “ a é i Bioso fo = _ 3 “of PORICK BUILDING woven mae y . {| Py Ex 5 zi | rho (PR Eubv=334.75 eufia Ae é AW) Le ! ASPHALT PAVING = z= & NEW TECHNOLOGY.’ i\\ ef y ; Arg A lah i _ TC) = RESOURCE CENTER 519- Z : A “alll Ale ib I on = AF. ELEV=329:00 \ y oy PORTABLE 7 : i | CONCRETE PAVING # é @ f a , i & XPUR 7 7 ee Li BUILDING y | ; : 6) é A 18h s FF. ELEV= ret ; & BUILDINGS Hy = Sout $072 Y f Os aS ee al nf aay : a D at cont Se-8¥ a ae a >> SS : i Be 218 (0)/ pie 1g 4 % ! i ; Cc 8° CONC SH Py = i, S 5“ | aa ZL Z Alar of & . | | 7 saa: LEY Ze FASD 42 TYPE ICBo > L IGRAG, ae eee 4 g 4 CONTOUR (INDEX) = —-/“w7—— a | = a ae RIM= 328.2+ 7 iH Oy amore I | | cS) » “he ; eh a \s IF= 320.63+ 12°(INSW eethta, — opt iss itd i | oe e IE= 320.634 12°(0UT)NW Z 4 : eee) an 2 - ANT | Rr fo CONIOUE 3 ~ / PS \ c BUILDING "A AMG TN i; ~ g Y 7 \ Z BRICK BUILDING / ALTA 1 | Re ass g | «y : of ASD $8 TYPE G8 y woe J , og) Fee atere en ee | aa -_ WATER LINE " a eX fy RIM= 3285 ; Ad 4 > | g y i. LLLee4A\}t | r “3 f \E= 321.54 12°(IN) SW Rie sp Re SAS g 8 y y ee i ~ $5 ff ee 31 54k 1a OUn ne Ag) = eae fon 5 eee je A e | He STORM DRAINAGE LINE ~~ Si =a 32 < vA ? y coe | a a eZ. 4) (8 8915 | | ile | { | SE f f oe , J 4 fie 33600 2/2 i « Ee _ fo. /SD #4 TYPE!! CB / _ J oan / cae | le by SANITARY SEWER LINE Ss en ee #3 a, RM= 328.5 / BUILDING "B a ae ee / ao r | _ 7 IE= 322.28 12(N) S / FF FLeV= 390.62 (SM ENTRANCE) yaa = Pod : y _ Ph IE= 322.28 12°(OUT) NE / th ial ol aa a, eee Oa 2 é | a POWER p Pe __ eles : y Y eee \ ea 4 va 4 | & = - SD #5 TYPE!) CB / : eutee SNL ; . : iin i TELEPHONE. LINE T : = ySg eg RIM= 329.2 / 4 Sb y Neen Pts Lf 1 | | ——— S| §ley8 ON" E= 322.68 12°) S, SE / WATER QUALITY VAULT J yy OP : heey] pt =) 488 s Sg gs " » , 10x45 = : / —) a nee 5 “Ke IES 322.68 12°(0UT) VA 30 ee ae ; ‘ae | ) re | inn i | CAS. LINE ¢ an ae Y wos é Rare ; 4 — ‘ i ; 4 ial << = » [Nh & Kin Ke} IE= 322.944 12 ae NW I: Y a) | o i | : “Ges i i R TRE, Le, 4 ] ” : i y i Me | | | R= 334.94 | | 2 oo ; . ; af / a Ji oa y 4 | | i ee oe CURBING _ / 2 SE / 4 RRs H / 7 ; il ° i 7 ( ° | 4 96 eS “yt 2 | C { r | & SD #5 TYPE BGs nas 4 \\aee | 4 coveren | Lg 1 RETAINING WALL ee RIM= 328.5 fs Br i EAS a A MAINT. | 1 Aly ig | : an AD. q ) SE . fs l= 326.65 6° {E) Aino | 4 \ 3 / 7 AREA | | i 2 i 8 { i _ ; 12"(IN) S , wa Sa, Ai ne y “ crow 1 att ; 4 UTILITY EASEMENT ROE aE 1 ) Sie = / a7 —— | t 7 Ua 8316 ! LRP SI ST / eel 44 Y '¢ 4 eee Al i 0; Y 0, / f-: 4 ™ = ( VE a 4 PP i. | j fe ‘ Es 33327 6" { i ra | | TREES 25 A] Wl.ns LIA ee Boek pieeoe NS ig A 2 | , Y | \ i} a) 8 8 9 a ‘ a: fA 6 LF AQ SB: ~ : / , Ay Z| 4 | os i 3 l : C8 7057 sé ! o 2 fz [¥ [3 ‘ o/Peps : out ae oe — és ——— aE ii | PD EAE LILLE LLL fal | | ore ay | z 3 2 ie & \ : @ 0.5% MIN. : 3 / LEAL ; Ee 335.17 8° (W) & (2 |s |2 | a Ce he oN : 535". | — : = Pe WATER METER/VALVE/FH& =O | oN 2, | ee “ “gag ee aaa f | an Ae ou = td eee frih wo GO 7 _ WV wee , WATER METER/VALVE/FH rau : PARR SES aes, ace 3 A ¢ A ee is) PSS Sede SQ. woe oa ; \ ; on ae _ <t LS ‘ean \ ene a 2 ae" \vauale fle 887 fae a rn ar fe J = 33. + a er ” ~B , gal S2 \ a 730 e ete » Ns 1s, ; ra \ gun STO RM CB/MH \ wy Lu y Po , ne ae E= 338488 (N) fo - Hem S188 & (0) oe te a hy < ot . f n a * a 2 mle -_ SANITARY SEWER MH/CO fe 529 ny -, ae 8 7232 wi | : Teugas cc iz . » Ait ee we NE aBilee a a= = Joe) oP*" 74 GAS VALVE/METER tal © . Re ots & om oa ku - aD A 2. 20 iD et ? Dw OD 2D R oe v0 a ey CONCRETE WALK i I STREET LIGHT ASSEMBLY © y { | — y . SD 47 TYPE 1CB SD #6 TYPE Il CB = oe ea ras ‘ ens cee on Sater TM a eel C2 ion ; ae | or Foss ” “ ae DN 839 18 ' SIGN a @. o VB RIM= 327.0 8 RIM= 3085 _-—W7 HIGH FLOW BYPASS STRUCTURE el omar — 8 E=.325.00. 8°(OUT)E IE= 324.08 8°(IN) W ‘ Pe RIM= 398.5 — ' . ‘aan. CONSTRUCTION LIMITS oe i : lis 329.15 is"(Qu oe 399.94 (IN) NW enwury . $ 5 cOmS oREEcEose feet — ian STA 21414 5' ” 043: 3 S (Pe oe Some — ———_- a - 7 onl 7 i = | if Call ae fone mal DEVELOPMENT PLANNING before you = ca iy CITY OF RENTON ~ O | ra i Og G 2 at i DEC 2 2 2000 Liu Si, : Pan RECEIVED 1-800-424-5555 _ UNDERGROUND SERVICE (USA) KEYMAP INTON TECHNICAL COLLEGE SHEET COUGHLIN PORTERLUNDEEN ha S.M. Stemper Architects, Seattle, Washington 98101 l- ane LEVEL 1 DRAINAGE PLAN NO . A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 217 PINE STREET - SUITE 300 SEATTLE, WA 9810! P: 206/343-0460 F: 206/343-569 | | EXPIRES 01/23/2002 - ADTLIVEOT 1/4 CECTION 2 TAWNCHIP 92 NOQTH BAN ‘\ oO - — : ——— NORTHWEST 1/4, SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM, @) K| Ss =] elt te | nls le | es ie & / : : yy a / y } ; 4 i Y) ’ i | i 8 | : A=99°S7'57" em us ; ; i , Re 251.11" BUILDING ‘F 4 | i | I an aa . i é BRICK BUILDING . pod t 4 O. P FF= 334.66" 7 Po ff an J i ; pay JS QO & $ | | OQ / Ss & /' a ne | , ° ae A\ Fy | 1 0 20 40 80 J o ° oe Pe ‘ A ba | | ; I BSC. \?COCGG a 5 Ss = ww? | if! es f ew fa} go Pod CSG WWW wo 5 é bag ‘ oancee 12528. Y 7 | | { Oz - , nn Pe | SCALE T = 40 ’ RM= 31602 $7 de I | ! 2 O cute LLL LLL eect) PW aE | 2 = Z, 15, CONCRETE WALK s ft | : Ee 332 ae d = SOW 9079 ; : s|z ; 7 @ te 3i698-18 (2) =. —— i BUILDING "E” 2% roy Cz a a noe AO be SRK SULING a, yor Lf EARTHWORK QUANTITIES o : a a Man “ “_ | i i | wm a: Anh fo Ut is o I. | & cB wv: Pras “ i | | | ! Z r) el | ar Z on 1 | ON-SITE S io. me | ew AM | . , gE 7 | EXCAVATION 1,314 (CY) — \ H ; S / g | | yooto | | FILL 1,638 (CY) oO . ; # ut g & ! | ho | nl T < 2 \ed | I ra : LIMITS OF CLEARING ce 9009 ie g ; ‘ 3539 I ; 4 NOTE: . S| AND GRADING (TYP) BB of Cu _. | Aeon | ee THE QUANTITIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND. INTENDED Zz, = . it eal meg Tet bad / # FOR MUNICIPAL PERMITTING AND REVIEW FEES. THE CONTRACTOR SHALL oF an ee oe ) eG ae i | IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE! BID DOCUMENT = He san ae ONG Ds c \ae te © li | fo i INFORMATION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR | pel o fell, inn ye Fe Bune S221 t; / _ eo ne, 4 a | i AS A BASIS FOR ANY CONTRACTUAL INFORMATION. THE CONTRACTOR SHALL D5 tiiLe . Os KEL REN \ Fl af ; | PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION bie Ae LON SE NATS. ‘roy r ety * | a: Niel 1 | PROVIDED IN THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO fal f° BE | a ar ar | haart an peorenmsio al aaa =a aa re DRAWINGS, SPECIFICATIONS, AND THE GEOTECHNICAL REPORT. ye x S “f “ / Bo : : “ ra i oO 7 A OP, ; % a : ; s : : SERS NA i e LO “Se ee ae ee 5 3 i | ' f a ES if. | | A ry W\ oN an Es, —— ) ; | Lj é Peep — PO Gk x \ ohksn ee a | eee || | LEGEND a Z (=) . = l iv 985 ; e : 2 : yee Fe fe ae od. : va : of ; ay eaten ie 6 5 Sa LVPLLEOTIES? 77 77 y V4 J | I g |) Sea | cede pam, a> tek qe AB AN 1 EXISTING REMOVE PROPOSED OO & Wy: | ¢ eae paait tien Co ee eee 4 4 bam Wh | i — - i OO 7 a ee NEW 2” OVERLAY [og a eo! 4 AB TN pte I ASPHALT PAVING : 2 ey Soa 3 5 f ay SL PSOVEREX. PAVEMENT ES SUI, ‘2 4 | ¢ AN| jf chee fs Ba 3 MER ZS og LS | (Qh, SCRE ORS NM) proc aume 7 1 | eo La e Phi NEW AECHNOLOGY’ Ni WN CURNANANCWE oe Je “A | qi a) OG AMV tS bo ASPHALT PAVING OR s RESOURCE CENTER LIAN Ne” eee ia as \ COE a A 4. Sm s|t fj O f a fF. ELEN=3529:00 F b> N\ i * oh é Ai” PY porTasie AN Vth CONCRETE PAVING = 2 f 16 i C20 - @ Z ’ ss Ee vy wy aes fe oe be Fane 77 ey, 4 ‘ 7 BUILDING 7 ' $ I; Pa CN eh wf cs : i Y FF eleva at fe! < sa 2 i OL a / i DSO ve 4 i i | war A eid BUILDINGS e /- fen p 29 CEN oe tek ; Ae YL an | E = 343.17" } be fests “ , DA Ae ie i ay eememeaion a on ’ (Be alli Z | if } | ! E c¢ z OA: TT ay J coene| ANE Ad i CONTOUR (INDEX) © —-77— — 100 5 gn / { f: ‘ 2K 4s Si ” bs aS oa i ‘ni Ph, 2s co aI ri LL & ai i | I H i Avy we 3 /' sf t O% f- . ON a LS, 7/7 nee ssc: =) A i. I igh i | CONTOUR GB —__ 98 lL iw “2 | CE ON 4 a BUILDING "A" @ j He yn ty 3 ; ste f- a oe fy | oo : | BRICK BUILDING * sled / ALBEE | 1 P Reestsa8 s | 3s ; / 7 / / af. ESS VA 4 | ; , &l FF. 336.74" y can NA |! roy WATER LINE ~& if fu yf & e * CB 7645 ! , 7} : ——_ | | 1 So ss 3 ie J I of “i — CS Sa Ee (ete acura) 7 a Rs 32281 (6) ' 3 3 “A | Z Z ! _ ‘ | ; : i TAD Rn I i] Hl fi , ff Af ” / es re ee ae { | isl i | STORM DRAINAGE LINE Bhs ? Ve 7A CONCRETE ‘ ia ee yo 08 2015 | | 3 2 ‘ ‘ | { | i : , —_ y ; scons qn ae g ; ee | ia i | SANITARY SEWER LINE | = \ ets" rc) an = ee ee : ! 4 aes : ee ont BRICK BUILDING 4 ca ; — 7 : | : i | Y ss HE / FF ELEV= 330.62 ie ENTRANCE) 77 777 a 5 7 | s POWER meer pence saan sian ial ~ / FF ELEV=> 353.60 (SE. ENTRANCE) “777% 7 is eee Oe y ; i 3 z | ey / , ele of I! covereo | |g oi S | 38% (A sour pane} me J ww fa fy TELEPHONE. LINE 1 Safes a | yeh b AEA ; ——| ; AT td “) 6) e ey Y<<_| NEW ASPHALT PAVEMENT [i Z om alt | a | HAL ll de pd GAS LINE cen Genes —— o << “ug p Tate SE PRNR SEE DAMN TLE is 4 0 i / | | i al \ as i 4 — A a, 4 - 7 : : ' eae | CURBING aa Se . ‘ ; . : $ & | OR mt i AL rg SOWH 730¢-——~(_ ‘ : ' ap i & sa | in 4 covereo | Loa aly i | RETAINING WALL reeccasncy CBE JB L Lseere | want. | Ht Lge | > 32665 6° (E) \ | 3 a AREA | | 1 Za]y 6 1" ; // B Bol 4 | t Al poy UTILUY EASEMENT oo == == a} ol o , Z poe : ‘ae i Hy | i | >. ae 6 # ‘on Z Ewaee yd , . < 3 eg 5? o 5” g a n Y | ] 7 — i 3 TREES * to a“s Na - g e z 8 & pH fe iE , z un i | ean eh) I d Or e ig ig |@ |é . — = a | |b WATER METER/VALVE/FH@® = -O- 2 rene, = \ ga | * oe ie J 1 a a 325.78 8° 1E= 322.20 8° (NW, £) . — | Be as es , Oe j Botte cae 1 | } WATER METER/VALVE/FH ian B g0L ne - y rey = \ ‘ fe “S & | uh = I~ < ¥ ie ¥ . —_ \ ii . . 7 i ad : : co el / : Nam, ae rae — er H aa STORM CB MH ia >) ul i Ea ve Ry ee Bb : euee ee Mame, mm pO a | / 1s a Ze = : oe MATCH EX Oe a nS Lo TEE 9 a unde 1 (i) | x ) Ne ~~ GRADE aes * " _ . - ,3 Shae | . ee eee 8 SANITARY SEWER MH/CO O ® 7 Se - : ms _ ° 2 * : / = . : +? . Mp ban : wv a3 fue Bun ee .) ne a a a rt MON = * a™ ‘8 & ; a aly tpg cn oe eemaal / Egere wesisoetw | | H — ee | @ . — on oN GAS VALVE/METER fet 4D 3 i = 7 yo ' = 1 911.88" 2, #2 : : 1 | ls5t ao 2 @ Airy Zz | vane oy cy cy” ag —— Se See ae i ) TT J 7 STREET LIGHT ASSEMBLY xX ee, | ‘ ie. st; Wh Tm mages we ae Sa oo. i wv CF 7 ; cc C} : ves Fant * ees Pa % ae wa by H Pa ss dea hs ; ae Mines he anh eas nant wen oS nu fenccamasiss sas aaveinie EM cet . ; 5 3 ne " YL Bu “170 ~ 33g. 7 4 1 ay9.1607 | | Sa ET I Ny 34g, Na | | : oe “: * Hecker oe She tenaatn meat g Ren westerns warse Pins A jveensenniun # ee | : _ Al ION B32 we nmaner nee veconsfipen ican ee aa Scr cae meena ened as oRp - Sal - cucteenspes _ SIGN ; lal. = ~ Fe aes € O ees j H i | . co a a a ns . ee ‘ — | ; $ CONSTRUCTION LIMITS adinnaiall tau — — = LO. Nesisoz"w eet ; _ ; ' — NE 4th SSMH EA i 7 — — = a a + = _ C a Sivas? STA 23445 i | i | | | { | ! | po _ aaa before you Zz ; | } | DEVELOPMEN | ; } CITY OF RENTON Dig ; p* : -G pecan 1-800-424-5555 x RECEIVED : UNDERGROUND SERVICE (USA) ceww? | RENTON TECHNICAL COLLEGE SHEET on @ S.M. Stemper Architects, Seattle, Washington 98101 COUGHLINPORTERLUNDEEN i P > A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION LJ; : ( | L) | 217 PINE STREET - SUITE 300 P: 206/343-0460 ; rd 07 LEVEL l GRADING PLAN 1 I S SEATTLE, WA 98101 F: 206/343-569 | », Ss / L. iE ® | EXPIRES 01/25 /2002 . Sh-00 rm FZ : Ss, 5 C) @) ©) ©) ©) (2) w) @) Oo 4) Ss | | 2) | 1D | | | ! ! | | | | ! ! ! 369.50! e- Hl Tl [Hl 1. [hl 1] [M1 11 IHW1l l.'|THI|11| [Hl l| [hl || == Sh ©) =I FTI T Ty LLL CTE TTT 7 i i i i Py) (LECT ii i i FUVAOAAT fONHNUGG LAM DGRGBGGRAGNOG AOOARKAAAAOOTOAAHTALI hil ili ~ - ~ ~ ~ ~ ate iis =— Pill i Min TT —__ hc : | J —= pitt til ——— _ | 329.00 » — BO on nC) ee : ce L L L L 1) “TN CAMPUS ELEVATION 1/16" = 1'- 0" CN a ce oy, Sy, By oy > © © © @ ef © & e eo Oo @ | | | | | | | | | AIR HANDLING UNIT , __ z _ | _ ; _ ; : (SHOWN DASHED) 369.50 @ | nares sie | Seca enema a aes | eae . | _T seesieiesial ieieetateetal Slee ee — ; oe ee & S SR in| FLIVIBTO. CUST. MEN ; |. | imi [éerT] i [ 24 [221 | [218 | se i oy eal or Sa) fae ! = =—- | ee 329.00 7 ETE ETE Tee RENTON TECHNICAL COLLEGE 1/16" = 1'- 0" 1/16" = 1'- 0" The" = {' — : (> (2 aN > @ 2 @ %® ? ? Pp TP? PF FF ? PROPOSED NEW - | : | : | | | | | 369 60) » FENCE (TOP OF FENCE SHOWN | | : an le a an See TTT | ATTA i i — EXISTING FENCE : ETA ETA OA PH | uy ma TT IT em (TOP OF FENCE (=. ST HH RG HIRL ee WSS eee | ee TEE === == = =: — == =: NEW SITE WALL —, 27 Tm. Lo L mM = no on oe - = sel Scales siete ce . me ay ieekoteas tot ad eta oferta SS ee a ------------ ~~ aE PSF SA rT -_—— Settee ti ___329.00' & 1) “TON JEFFERSON AVE NE ELEVATION 1/16" = 1'- 0" am ey ©) © @) © @) | | Fi | | 369.50" +. ~~ EE / | Sj] i = a Wee | [ — — ==" | | FENCE, \ FE | |) _ << — | NEW SITE WALL Ny Wil i i Al. fe o\ d | TECHNOLOGY f =] = a | (a = 2 = Shy |S RESOURCE 3 ! = tt a aan CENTER LR 7 ©) EXISTING GRADE renner ts | EXISTING soumerevarion NE ATH STREET = @)-wormmetevao KIRKLAND AVE NE PROPOSED NEW BUILDING AT THE 2 KEY NOTES-ELEVATIONS: MAIN ENTRY w/ STOREFRONT GLAZING SYSTEM, COVERED ENTRY. © MAIN STAIRWAY TOWER TO LIBRARY w/ VIEW CORNER WINDOW. BOOK DROP ART/DISPLAY WALL. SCREEN AROUND LECTURE HALL HVAC w/ METAL WALL PANEL. LOUVERED OPENINGS FOR MECH. PENTHOUSE. AUXILIARY ENTRANCE TO CONCOURSE w/ CORNER VIEW WINDOW. SUN & WEATHER SCREEN. CONCOURSE TO FIRST FLOOR CLASSROOMS &. PROGRAM AREAS. INSULATED GLAZING, STOREFRONT WALL FACING COURTYARD. ALUM. FRAME, INSULATED PUNCHED WINDOWS. (FRAMES FURNISHED BY OWNER, GLAZING AND INSTALLATION BY CONTRACTOR). CLERESTORY STOREFRONT GLAZING SYSTEM. EXTERNAL SCUPPERS & DOWNSPOUTS. GARBAGE & RECYCLING ENCLOSURE. ©) ©) ©) ©) @) ©) OD) (2) ©) LEGEND-ELEVATIONS: BRICK MASONRY VENEER METAL WALL PANELS -_| CONCRETE TILE ROOFING ~~ « LINE OF EXISTING GRADE —— PROPOSED NEW GRADE ~~~ TOP OF EXISTING FENCE ~-—- TOP OF PROPOSED NEW FENCE S.M. STEMPER ARCHITECTS OLYMPIC TOWER + SUITE 700 217 PINE ST * SEATTLE, WA 98101 (206) 624-2777 + FAX (206) 624~2973 MENT PLANNING OEE OF OF RENTON 4220 \ PEGISTERED ARCHITECT STATE OF WASHINGTON RE N T O N TE C H N I C A L CO L L E G E ST A T E OF WA S H I N G T O N PR O J E C T No , 20 0 0 — — 0 5 4 TE C H N O L O G Y RE S O U R C E CE N T E R - - L E V E L 1 SI T E AP P R O V A L REVISION: ISSUED: DATE: NOV 2, 2000 CHECKED: PA DRAWN: JHA EAST, SOUTH NORTH, WEST ELEVATIONS A3.0 SMSA9955 Sp- 00-142 . S.M. STEMPER ARCHITECTS OLYMPIC TOWER + SUITE 700 217 PINE ST + SEATTLE, WA 98101 (206) 624-2777 © FAX (206) 624-2973 ; 31g'-3" 4220 \ PeGSTERED L 32'-7! ARCHITECT | ! \ ean | STATE OF WASHINGTON ©) (4) ©) ©) G) (2) S C) @) , 25'-0" L 2B'-0" } fe Ps'-8" | 1 | | | | | | | | | | 25'-Q" 25'-" 25'-9" 25'-9" 25'-" 25'-2" 25'-O" 3Q'-O" 14'-4" | lg'-3" B'.g!! 3I ' - O " rife Pe 7 =A | HEAD | CiBRARIAN(~ \ L i. ~~ ® | INSTRUCTION | Oo ( | ; | ry 960 SF | © © | | | F £9 TSS | —__ CONE. * | ROOM | VOLUNTEER z ih | | ( zal! a STATIO ‘i | @) @) ) OO ) BUILDING ENTITY ABOVE a BUILDING ENTITY BELOW STUDY ROOMS WITH GLAZED PERIMETER WALLS. VAULTED CEILING OVER MAIN PUBLIC READING ROOM. CORNER VIEW WINDOWS, TYPICAL. — 2 FIXED / BUILT-IN CASEWORK bk z LU OS Rey > | Lu mr 0 T ORC 5 = <, LOUNGE Yj (Shr : ee | oe J aa | Da >” iu To a} ~ = / if i . | a é o A eal | on. / \ DISPLAY __ | CG) 214 oF pe i LU s _ | f bX \ ee [© 2 oo ]|i We) _ SS ei Se = wave / = = = Q = _ . ry WV \s aN a rey 2» | OF 0 ° +] , CATALOGUES : O BELOU | iv es) am _ _ | = r _ _ | =| a N : LL z © re | ) a i il ae) 7 | to ya". z|Z ea : Vv ee | O a 5 Q LE aan Li = = RS _ T Tle 5 a \ (o] GRAPHIC LEGEND: SECOND FLOOR PLAN | KEYNOTES: SECOND FLOOR PLAN eee i ee (le a 5/5/3 : ATTIC AREA ABOVE C) MAIN LOBBY AND STAIR. I-HOUR RATED EGRESS PASSAGE. . O | VAULTED AREA ABOVE, SEE BUILDING SECTIONS. = ! it MECHANICAL ATTIC ABOVE, SHOWN GREY. SEE ATTIC PLAN SHEET Li 4 poe i 12 4 Y > eS ‘o) O 5 z 22 O LL — OO M V V O U ® O za [atta LIBRARY INSTRUCTION ROOM WITH FOLDING PARTITION WALL <0 = = 7 Hel oS a STRLETLRe. GOLUFN DUCT CHASE 10 FIRST FLOOR FROM ATTIC, SEE MECHANICAL. ze tw 4 IN moO -_ > Lu ap whic SECTICN REFER TO ENLARGED TOILET ROOM PLANS AND TYPICAL 3 7 ELEVATIONS ON SHEET A44 FOR NOTES AND DIMENSIONS. BUILDING SECTION _| ~(- or Nor Wr AF ty or? as Te, or > REVISION: ISSUED: SEPT 11, 2000 DATE: OCT 5, 2000 CHECKED: PA DRAWN: SJT, JHA e) 10 20 40 60 — SECOND 5/52" 12" FLOOR SECOND FLOOR PLAN fa poe 3/32" = 1'-0" NORTH 47 A2.2 SMSA9955 Of 00- (42. , 318'-3" L 32'=4! ‘ 6) 6) @) 6) 6) QO 6) @ @) OQ) 25'-O" 25'-2" 1 25'-Q" 25'-@" 25'-Q" 25'-@" 25'-Q" 25'-O" 25'-@" J 25'-Q" LD 30'-Q" 5'-3" + 14'-4" be \g'-3" aN rey | | | 5 AB) | ey, | => | | B'-.g" 3' - p " —a | | | | | [ | i | | | | | | tj ] I | | | i | i | | | [ I | LIBRART STACKS | ee | | | | LIBRARY | INSTRUCTION = 260 SF _ fd |_| ~~ jO—— +| ee | a. : | 203 SH 3' - @ " Po To | LOUNGE , i STUDY C SEATING | 3a) | a = Ly 8 ives yf OC \44 OF (la! oF = - — a — Tid - nll GROUP. OFEN = : h can OTUDY AREA. cot @ Stuby | [Za (230) LU ke i rr | I | a —e G ) aC YT ONC i_| L EU tes ; S —_— — _ c> | hain ‘ LL ATALOG | STAINS Mo | 2M i S. | DN aa 4 UP KEYNOTES: SECOND FLOOR PLAN GRAPHIC LEGEND: SECOND FLOOR PLAN ATTIC AREA ABOVE VAULTED AREA ABOVE, SEE BUILDING SECTIONS. BUILDING ENTITY ABOVE BUILDING ENTITT BELOW FIXED / BUILT-IN CASEWORK MOVABLE FURNISHINGS STRUCTURAL COLUMN WALL SECTION BUILDING SECTION OO O M O U O O MAIN LOBBY AND STAIR. I-HOUR RATED EGRESS PASSAGE. MECHANICAL ATTIC ABOVE, SHOWN GREY. SEE ATTIC PLAN SHEET A23 STUDY ROOMS WITH GLAZED PERIMETER WALLS. VAULTED CEILING OVER MAIN PUBLIC READING ROOM, CORNER VIEW WINDOWS, TYPICAL. LIBRARY INSTRUCTION ROOM WITH FOLDING PARTITION WALL. DUCT CHASE TO FIRST FLOOR FROM ATTIC. SEE MECHANICAL. REFER TO ENLARGED TOILET ROOM PLANS AND TYPICAL ELEVATIONS ON SHEET A4.4 FOR NOTES AND DIMENSIONS. Na i AH, | 7 | = __ | LOBBY | | FP DISPLAY Nr) : CG) : .( \ DISPLAY |__| 214 SF i g =A \ ] i I j = — 7 = acme | 7 ; ry | \ = y) NX 4 : vA “ ae ba \ i *S a , | ee t | OPEN / : ; ia i (5) mi L 76 . | TO BRKOW ! a | Y \ ; 7 de f — a — - = = ("i | * | a / 5; /4"12 | (0/8) | | Vv | Zz a “x sla . i 7 y a dis 2 A cum. / inne sa oe | eee aneaid asst | semen cores semsac apearen | bem eee sme . res sag o~ CaE7 = nee g'.4! 3/32"= 12” SECOND FLOOR PLAN 3/32" = 1'-0" NORTH S.M. STEMPER ARCHITECTS OLYMPIC TOWER + SUITE 700 217 PINE ST + SEATTLE, WA 98101 (206) 624-2777 * FAX (206) 624-2973 4220 \ RecisTERED ARCHITECT \ serie STATE OF WASHINGTON RE N T O N TE C H N I C A L CO L L E G E ST A T E OF WA S H I N G T O N PR O J E C T No , 20 0 0 - 0 5 4 TE C H N O L O G Y RE S O U R C E CE N T E R : DE S I G N DE V E L O P M E N T [Q) ra Zz @ Cc? 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Ti N CA S E U O T , AT EX T E R I O R . RE L I T E S AT WE S T WA L L AR E / CO D E CO M P L I A N T FO R I- H O U R CO R R I D O R AN D LI M I T E D TO 25 % OF WA L L AR E A . DO O R S CO M P U T E R ST A T I O N AR E CO D E CO M P L I A N T FO R I- H O U R CO R R I D O R . | { I- H O U R FI R E RA T E D DO O R ON MA G N E T I C HO L D E R S . HA L L AR E A IS AU T O M A T I C A L L Y IS O L A T E D FR O M I- H O U R CO R R I D O R . RENTON TECHNICAL COLLEGE STATE OF WASHINGTON PROJECT No. 2000-054 SO U T H WE S T CO R N E R OF BU I L D I N G "D " PLANNING ENTON DEC 2 2 2000 RECEIVED au n MO V A B L E FU R N I S H I N G S ST R U C T U R A L CO L U M N ENT TECHNOLOGY RESOURCE CENTER: DESIGN DEVELOPMENT CIV OFR SU N AN D WE A T H E R SC R E E N S AB O V E DEVELOPM (@ \y WA L L SE C T I O N ay ) (2 2 BU I L D I N G SE C T I O N © LE C T U R E HA L L WI T H TI E R E D SE C T I O N S OF NO R T H WE S T CO R N E R OF FI X E D SE A T I N G . SE E AU D I O V I S U A L DR A W I N G S Ss FO R IN F O R M A T I O N SI G H T L I N E S . WA L L AN D CE I L I N G SU R F A C E S AR E TR E A T E D WI T H AC O U S T I C A L MA T E R I A L S AN D FA B R I C CO V E R I N G S . EX T E R I O R PA V E M E N T IS SH O W N FO R RE F E R E N C E ON L Y . SE E SI T E PL A N AI @ FO R vA PA V I N G IN F O R M A T I O N S U N AN D WE A T H E R at «© SC R E E N S AB O V E sy s SE C O N D FL O O R EG R E S S ST A I R , RE F E R TO . Gn ? SH E E T A- . - al Al e RE F E R TO EN L A R G E D TO I L E T RO O M PL A N S ¥ AN D TY P I C A L EL E V A T I O N S ON SH E E T A4 . 4 re ) FO R NO T E S AN D DI M E N S I O N S . OO GO VO © RE V I S I O N : IS S U E D : DA T E : OC T 5, 20 0 0 CH E C K E D : PA DR A W N : SJ T O 10 20 40 60 FI R S T 3/ 3 2 " = 12 " FL O O R FI R S T FL O O R PL A N PL A N 3/ 3 2 " = 1' - 0 " A2 . 1 99 5 5 SR - 0 0 - 1 7 Z —— AWM 1 GRAPHIC LEGEND: SITE PLAN @) enon — : EXISTING LANDSCAPING : ZA x NEW LANDSCAPE AND SITE WORK “= EXISTING ASPHALT 7) NEW ASPHALT NEW BROOM FINISH CONCRETE PAVEMENT SD SS rome es oa) EXISTING ASPHALT TO : | , L . .. . 70 BE DEMOLISHED 7 “— s55__~ EXISTING CONTOUR : FO FH) IRE HYDRANT (EXISTING TYPICAL) - © CATCH BASIN “ SPOT ELEVATION (SEE CIVIL) PROPERTY LINE (SEE CIVIL AS REQUIRED) EXISTING FENCE EXISTING FENCE TO BE REMOVED DURING CONSTRUCTION AND TO BE REPLACED CONSTRUCTION JOINT STORM SEWER SANITARY SEWER GAS LINE WATER LINE FP WATER LINE UNDERGROUND TELEPHONE FIBER OPTIC CABLE OVERHEAD POWER UNDERGROUND POWER BUILDING "D" BRICK BUILDING F.F. ELEV=329.18' (NW ENTRANCE) : 1 oe a aoe Ny Ke ot . y si ees et ewe a ew we ees a SQ 8 ee KR Ke 8 8 ew Ret ee GENERAL NOTES: SITE PLAN ANALYSIS. A. SEE "CAMPUS PLAN, SHEET ALO, FOR PARKING ANALYSIS, ZONING, AND LOT COVERAGE. B. REFER TO SITE SURVEY, CIO FOR ALL EXISTING SITE CONDITIONS. C. SEE CAMPUS SITE PLAN FOR SITE SQUARE FOOTAGE, LOT COVERAGE, AND PARKING KEY NOTES: SITE PLAN CIVIL ¢ LANDSCAPE FOR PARKING LAYOUT). QUALITY SYSTEM IN THIS AREA. FIRE SPRINKLER RISER ROOM, SEE FIRST FLOOR PLAN. ENCASED IN (SEE CIVIL). ARCHITECTURAL FLOOR PLANS). GAS SERVICE (SEE CIVIL). WALKWAY WITH EXISTING SIDEWALK. OF BUILDING. BELOW GRADE STORM DETENTION VAULT (SEE CIVIL). (SEE CAMPUS PLAN ON SHEET A@.1) "D". RETAIN ACCESS/EGRESS FROM BUILDING "D". MAINTAINED FOR STORM VAULT ACCESS. STORM DRAINAGE SYSTEM. (SEE CIVIL) FORTY-FIVE FOOT MINIMUM OUTSIDE RADIUS. PAVEMENT. ELECTRICAL TRANSFORMER ENCLOSURE (1! X T! X 5' HIGH). CENTRAL PEDESTRIAN PLAZA ¢ PLANTING. (SEE CIVIL ¢ LANDSCAPE.) OVERLAY AND RESTRIPE EXISTING CENTRAL PARKING AREA. CURBING TO BE REPLACED. (SEE NOTE 23) EXISTING GRADE AND DRAINAGE TO BE MAINTAINED (SEE NEW SOUTH PARKING AREA TO BE EXTENDED FROM EXISTING SOUTH PARKING AREA. (SEE CIVIL) NOTE: NEW IMPERVIOUS PAVING W/ STORM WATER COLLECTION/WATER ESTABLISHED |5' WIDE LANDSCAPE BUFFER TO REMAIN ALONG JEFFERSON AVE NE. EXISTING SANITARY SEWER UNDER PROPOSED BUILDING TO BE REPLACED AND REROUTE EXISTING GAS LINE FROM UNDER PROPOSED BUILDING (SEE CIVIL). PROPOSED CHILLER PLANT LOCATION ® BUILDING "C" WITH BELOW GRADE CHILLED WATER LINE ROUTED FROM BUILDING "C" TO NEW BUILDING. WATER LINES (DOMESTIC ¢ FIRE) LOCATION IN PROXIMITY TO RISER ROOM (SEE FIRE DEPARTMENT ACCESS AND EMERGENCY EGRESS AT JEFFERSON AVENUE NE,, (2) LOCATIONS. (6' WIDE) CONCRETE WALKWAY AND STAIRS TO CONNECT NEW PAVED PAVED WALK FOR FIRE DEPARTMENT ACCESS AND EMERGENCY EGRESS AT PERIMETER BELOW GRADE FIBER OPTIC CABLE. EXTEND FROM BUILDING "J" TO NEW BUILDING. REMOVE EXISTING FENCE. REMOVE EXISTING HALF WALL ¢ PAVING @ DOOR TO BUILDING GARBAGE # RECYCLING AREA BEHIND 6' HIGH WALL AND GATE. NOTE: I2' ROADWAY ESTABLISHED TWENTY -FOOT LANDSCAPE BUFFER TO REMAIN. DELIVERY AND GARBAGE COLLECTION ENTRY. NO RAISED CURB IN THIS AREA. TWENTY -FOOT WIDE FIRE LANE (SHOWN HATCHED) WITH TWENTY-FIVE FOOT INSIDE RADIUS: TRANSITION AREA FROM NEW OVERLAY ASPHALT PAVEMENT TO EXISTING ASPHALT PAVING, WALKWAY CURBING, AND LANDSCAPE ALTERATIONS TO CENTRAL PARKING PERIMETER. NOTE: EXISTING PAVING TO REMAIN IN SOME INDICATED AREAS. (AUTO RESOURC R=398.17 L=}19,81 TECHNOLOGY RESOURCE CENTER PROPOSED NEW BUILDING AT THE RENTON TECHNICAL COLLEGE 0' SETBACK ALLOWABLE HEIGHT ABOVE GRADE: 50' oK PROPOSED HEIGHT ABOVE GRADE: 41° Cyst CONSTRUCTION TYPE: II 1-HOUR ohe ue 8 te 2 8 toe 29STALLS, 2 HANDICA ee Wyte tb WY e bt tN ee Oa S595:56 GC.1 BUILDING "F" PARKING _, AREA 1 B4 STALLS 556 I Ss GR ow a @ Og Aaa Oe BRICK AND STEEL BUILDING F.F. ELEV=329.00' 26,078 SF FIRST FLOOR cw Gw cw cw - CY eee Kea te te Kee Xe Kee ee Xe Ce y see Ke ne Ke ‘ eons 4 too 8 +e fe st bt t Ae sb et 20,744 SF SECOND FLOOR 46,822 TOTAL SF SPRINKLERS SUBSTITUTE FOR 1-HR CONSTRUCTION) Ass LS ’ ’ / a / / (/ / eig 4 10 ra | o) | «liz ” \) BIg L———4 i T1606 iio 4 LOADING RAMP BUILDING BRICK BUILDING F.F. ELEV=334.75' | "Cc" | | BUILDING "A' : BRICK BUILDING ‘| F.F. ELEV=336.74' OCCUPANCY: A3 = 26,070 SF | B = 20,752 SF BUILDING "B" / BRICK BUILDING / F.F. ELEV=330.62' (SW ENTRANCE) F.F. ELEV=333.60' (SE ENTRANCE) \ des tg a Ne va 18 STALLS, 2 HA oe ee ee ee ee 6 | | Je) Ge Ge ARCHITECTURAL SITE PLAN ~ \ * ORTH / , al 1" = 20'-0" / 60! T= \ dig 7 _ _ pr N89°13'02"W SS _ ANNING DEVELOPMENT PLANNING DEVELOPMENT P'S 643.93’ City c7 7 gg ss oS pe ye ee a Rivu.. 2d REVISION: ISSUED: DEC. 21, 2000 DATE: CHECKED: PA DRAWN: JHA/SJT SITE PLAN A1.0 9955 5n-00- (42 i i KIRKLAND AVENUE NE / CAMPUS LEGEND ZZ) PROPOSED NEW LIBRARY L_] EXISTING BUILDING PS] SITE WORK (SEE SITE PLAN) >No, PROPOSED NEW PARK'G STALLS (23) NO. OF EXISTING PARK'G STALLS y> aft i—__&£ J SARS OO OOGO | P| fp J pt 7 32,700 SF M—_J] TI Oo & BEDOORIOOES DEOOOMIOG EBo K3 38,300 SF | ZN Ca s ) 32 get 4 | ae 32,900 SF B TT TT e MTU SSiger1 ea” ELLLLLLLLD LL is) UPLILILLL eo. =W BUILDING AT THE ECHNICAL COLLEGE CAMPUS PLAN LOT COVERAGE EXISTING CAMPUS (SITE APPROX. TOTAL) 1,351,500 SQ FT EXISTING BUILD'G FOOTPRINT (CAMPUS BUILD'GS APPROX. TOTAL) 334,200 SQFT PROPOSED NEW BUILD'G FOOTPRINT 27,000 SQ FT PROPOSED TOTAL BUILD'G FOOTPRINT (CAMPUS BUILD'GS & NEW BUILD'G APPROX. 361,200 SQ FT TOTAL) ALLOWABLE LOT COVERAGE 65% PROPOSED LOT 361,200 COVERAGE 1351500 © 2/2] 25% IS LESS THAN 65% (ALLOWED PERCENTAGE) THEREFORE "OK" 1" = 100'-0" PARKING ANALYSIS CODE REQUIRED PARKING NEEDS FOR CURRENT: RATIO REQ'D REQ'D BY PARK'G CARS CODE SPACES EMPLOYEES 175 1:1 179 FULL TIME DAY STUDENTS 1950 1:5 390 EXIST'G TOTAL NET PARK'G REQ'D BY PARK’'G SPACES CODE INCREASE 827 965 2 TOTAL 829 STALLS IS GREATER THAN 565 (REQ'D) THEREFORE "OK" NOTES: 1. EXPECT 4% GROWTH PER YEAR 2. NEW BUILD'G IS NOT GENERATING SIGNIFICANT PROGRAM AREA. PRIMARILY A SERVICE ORIENTED BUILD'G (I.E. LIBRARY & COMPUTER LABS) PMENT PLANNING DEVEL OF OF RENTON DEC ? 4 2000 E<f© VED S.M. STEMPER ARCHITECTS OLYMPIC TOWER + SUITE 700 217 PINE ST SEATTLE, WA 98101 (206) 624-2777 ° FAX (206) 624-2973 4220 \ REGISTERED ARCHITECT SCOTT M STEMPER STATE OF WASHINGTON RE N T O N TE C H N I C A L CO L L E G E ST A T E OF WA S H I N G T O N PR O J E C T No . 20 0 0 — — 0 5 4 TE C H N O L O G Y RE S O U R C E CE N T E R - - L E V E L 1 SI T E AP P R O V A L REVISION: ISSUED: DATE: DEC 21, 2000 CHECKED: PA DRAWN: JHA CAMPUS MAP AQ.2 SMSA9955 Sa-00-14#Z IS I ro q 2h RC X SP L IE D OP 29,600 SF | | | 5300 SF 3800 SF | TTT TTT Lue 26,200 SF 32,700 SF pt ba ee KIRKLAND AVENUE NE war : ia ro BOTCON Oa aa oe K1 28,000 SF K3 38,300 SF ie L 42,600 SF LDL E> SN ———o — o . \ D> © pit! TTT LLL TTT i TTL py TECHNOLOGY RESOURCE CENTER PROPOSED NEW BUILDING AT THE RENTON TECHNICAL COLLEGE CAMPUS PLAN : « 300 1" = 100'-0" CAMPUS LEGEND Z7 PROPOSED NEW LIBRARY [_] EXISTING BUILDING SITE WORK (SEE SITE PLAN) >No, PROPOSED NEW PARK'G STALLS (29) NO. OF EXISTING PARK'G STALLS LOT COVERAGE EXISTING CAMPUS (SITE APPROX. TOTAL) 1,351,500 SQ FT EXISTING BUILD'G FOOTPRINT (CAMPUS BUILD'GS APPROX. TOTAL) 334,200 SQ FT PROPOSED NEW BUILD'G FOOTPRINT 2f,000 SQFT PROPOSED TOTAL BUILD'G FOOTPRINT (CAMPUS BUILD'GS & NEW BUILD'G APPROX. 361,200 SQ FT TOTAL) ALLOWABLE LOT COVERAGE 65% PROPOSED LOT 361,200 OT, COVERAGE 1,351,500 25% IS LESS THAN 65% (ALLOWED PERCENTAGE) THEREFORE "OK" PARKING ANALYSIS CODE REQUIRED PARKING NEEDS FOR CURRENT: RATIO REQ'D REQ'D BY PARK'G CARS CODE SPACES EMPLOYEES 175 1:1 175 FULL TIME DAY STUDENTS 1950 1:5 390 EXIST'G TOTAL NET PARK'G REQ'D BY PARK'G SPACES CODE INCREASE 827. 565 2 TOTAL 829 STALLS IS GREATER THAN 565 (REQ'D) THEREFORE "OK" NOTES: 1. EXPECT 4% GROWTH PER YEAR 2. NEW BUILD'G IS NOT GENERATING SIGNIFICANT PROGRAM AREA. PRIMARILY A SERVICE ORIENTED BUILD'G (I.E. LIBRARY & COMPUTER LABS) MENT PLANNING DEVELOY (OF RENTON DEC ? 2 2000 F <cetVED S.M. STEMPER ARCHITECTS OLYMPIC TOWER + SUITE 700 217 PINE ST ° SEATTLE, WA 98101 (206) 624-2777 + FAX (206) 624-2973 4220 \ REGISTERED ARCHITECT STATE OF WASHINGTON RE N T O N TE C H N I C A L CO L L E G E ST A T E OF WA S H I N G T O N PR O J E C T No . 20 0 0 - — 0 5 4 TE C H N O L O G Y RE S O U R C E CE N T E R - - L E V E L 1 SI T E AP P R O V A L REVISION: ISSUED: DATE: DEC 21, 2000 CHECKED: PA DRAWN: CAMPUS MAP JHA A0.2 SMSA9955 On nA-Il27 S.M. STEMPER ARCHITECTS OLYMPIC TOWER - SUITE 700 P LA N T S C H E D U LE 217 PINE ST + SEATTLE, WA 98101 (206) 624-2777 - FAX (206) 624-2973 SYMBOL RECOMMENDED PLANT MATERIAL QTY. SIZE /COMMENTS oo , Sse ( » ) EXISTING DECIDUOUS TREE TO REMAIN j q a SCOTT M. STEMPER IW LPriand STATE OF WASHINGTO! o< EXISTING CONIFEROUS TREE TO REMAIN DECIDUOUS CANOPY TREE ACER RUBRUM ’ARMSTRONG’/ RED MAPLE 3 MIN. 1-1/2” CAL., B&B CATALPA SPECIOSA/ WESTERN CATALPA 1 " LIQUIDAMBAR STYRACIFLUA/ SWEET GUM 8 ” ARNO ASSOCIATES ax ZELKOVA SERRATA/ JAPANESE ZELKOVA 2 " 300 East Pike, Suite 2000 tel 206 292 9992 Seattle WA 98122 fax 206 292 9640 DECIDUOUS ACCENT TREE “ee nakanomsoeesoen ears 7 ACER NEGUNDO ’VARIEGATUM’/ BOX ELDER 3 MIN. 1-1/4” CAL., B&B (o) ALBIZIA JULIBRISSIN/ SILK TREE " («) AMELANCHIER ALNIFOLIA/ SERVICEBERRY <9) " Q@ CORNUS KOUSA/ KOUSA DOGWOOD 12 . BROADMOOR JUNIPER TO MAGNOLIA SOULANGIANA/ SAUCER MAGNOLIA 1 " AWS BE PLANTED IN ALL BUFVE (+) PRUNUS SERRULATA ’KWANZAN’/ KWANZAN CHERRY 7 : SVB, AREAS DISTURBED DURI STEWARTIA PSEUDOCAMELLIA/ STEWARTIA 4 ? CONSTRUCTION, TYP. ‘eS STYRAX JAPONICUS/ JAPANESE SNOWBELL 2 ” STATE OF CONIFEROUS TREES WASHINGTON oS CUPRESSOCYPARIS LEYLANDII/ LEYLAND CYPRESS 4 MIN. 12° HT., B&B een Pee i PINUS DENSIFLORA/ JAPANESE RED PINE ” SMaard-jm0e fo} PINUS NIGRA/ AUSTRIAN BLACK PINE : CERTIFICATE NO. 335 i ; —\ BE ; C2} PINUS SYLVESTRIS ’FASTIGIATA’/ SCOTCH PINE 7 : i= / f Lf A OOK EX a P / EVERGREEN SHRUBS / / ! ie ©. z ( / ARBUTUS UNEDO X MENZIESII/ STRAWBERRY TREE HYBRID 9 5 G.C., 4’ 0.C. BUDDLEIA DAVIDII/ BUTTERFLY BUSH 9, 5 60. 3 0.6. (cl) COTONEASTER LACTEUS/ COTONEASTER 3 : (i) LIGUSTRUM JAPONICUM/ WAX—LEAF PRIVET 2 5 GC. 4 OC. OSMANTHUS HETEROPHYLLUS/ HOLLY-LEAF OSMANTHUS 18 ” (p12) PRUNUS LAUROCERASUS *ZABELIANA’/ ZABEL LAUREL 11 ” (tof) THUJA OCCIDENTALIS ’FASTIGIATA’/ AMERICAN ARBORVITAE 11 5 G.C., SP. AS SHOWN (A) ABELIA GRANDIFLORA EDWARD GOUCHER’/ GLOSSY ABELIA 4.Q 2 6C., 3 6.0. 2) ARCTOSTAPHYLLOS ’PACIFIC MIST’/ MANZANITA C126) 28.0; 30” BO, O (c) CEANOTHUS GRISEUS ’SANTA ANA’/ CEANOTHUS 5 2 GC. 5’ OC. 3 Q CISTUS PURPUREUS/ ROCKROSE 2 6C., 3 0. O ©) DAPHNE ODORA/ WINTER DAPHNE 13 2 GC. 2’ OC. Oo | | © LAVANDULA ANGUSTIFOLIA/ ENGLISH LAVENDER é LU —-|O - () PAXISTIMA MYRSINITES/ OREGON BOXWOOD 126 2 GC. ZO" Oc, = + = / ®) RHODODENDRON KURUME VAR./ EVERGREEN AZALEA 4 ” iT oS ql : DECIDUOUS SHRUBS 0) a} oA ; €s) CORNUS STOLONIFERA/ REDTWIG DOGWOOD 6 5 G.C., SP. AS SHOWN moe] © EUONYMUS ALATA/ WINGED EUONYMUS 2 ” LL t< z=. PHILADELPHUS LEWISII/ WILD MOCK ORANGE 5 5 GC. 4’ 0.C. O OSItE — RHUS GLABRA/ SMOOTH SUMAC 5 G.C., 3° 0.C. Yo Zz 2 as (s) RIBES SANGUINEUM/ FLOWERING RED CURRANT 1 2 Ot, 3 Ot. =) z O| > (@) —_SYRINGA VULGARIS/ LILAC 5 GC. 4’ OC. O;1os5!|° @) CALLICARPA JAPONICA/ BEAUTYBERRY BUSH 2 G.C., 3’ OC. N|s a ai ©) DEUTZIA ROSEA/DEUTZIA 26 ? 6S. A 6.6. Li rte ay) RHODODENDRON MOLLIS VAR./ DECIDUOUS AZALEA 27 ” YioO,-|z SYMPHORICARPOS ALBUS/ SNOWBERRY g : > LJ iT © iI GROUNDCOVER O|lz Wo // VINCA MAJOR/ LARGE PERIWINKLE 681 SF 1 G.C., 18” 0.C. enn? a z= ai ae MAHONIA REPENS/ CREEPING MAHONIA 313 SF " _] C “ A fj Se] - ae i O LL = <l / j ; ” wz BROADMOOR JUNIPER TO 4 / ¥ RUBUS PENTALOBUS/ BRAMBLE (40 SF) >\ax l= BE PLANTED IN ALL BUFFER /} / y - — . . L > AREAS DISTURBED DURING / // / a Hstriee JUNIPERUS SABINA ’BROADMOOR’/ BROADMOOR JUNIPER 5,303 SF 1 G.C., 3° 0.C. O S Le CONSTRUCTION, TYP. Ke B pressres 3/6 SEEDED LAWN 9,911 SF Li anh ii? i . . }-— 90) — fj Ey SEASONAL COLOR (PERENNIAL) 266 SF 4” POTS, 12” O.C. a [| a ALCEA ROSEA/ HOLLYHOCK Ca) ‘al ALSTROEMERIA_SP./ ALSTROEMERIA / CAMPANULA SP./ BELLFLOWER a / CROCOSMIA SP./ CROCOSMIA / CHRYSANTHEMUM MAXIMUM/ SHASTA DAISY / 19 9 ECHINACEA PURPUREA/ PURPLE CONEFLOWER / BUILDING ~B EUPHORBIA CHARACIAS WULFENII/ SPURGE GAURA LINDHEIMERI/ GAURA HELLEBORUS ORIENTALIS/ LENTEN ROSE PAPAVER SP./ POPPY SALVIA SP./ ORNAMENTAL SAGE SCABIOSA SP./ PINCUSHION FLOWER SENECIO CINERARIA/ DUSTY MILLER DECIDUOUS VINE @ CLEMATIS ARMANDII/ EVERGREEN CLEMATIS 57 2 G.C. @ 4’ OC. @ PARTHENOCISSUS TRICUSPIDATA/ BOSTON IVY 3 2 G.C., SP. AS SHOWN 1 e=> co CRN as 5 4 sory gisth reas ¢ “sire i aan a _ Ld ISSUE: FOR PERMIT DATE: 10-30-02 CHECKED: JR DRAWN: JR N.E. N JEFFERSON ; . STREET BUFFER — , RESTORATION im rnasinsneicceclr eu pacuth L1.0A = —_ ami —_—_—___— 00-004... 3 1 2002 BUILDING DIVISION Sh- 00-172 DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED, OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT OF AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. JOHN PETERSEN DATE LORRAINE PETERSEN DATE ACKNOLLEDGOENT STATE OF WASHINGTON \ Ss) COUNTY OF KING ) ON THIS _____ ~DAY OF , 1999, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY APPEARED JOHN AND LORRAINE PETERSEN, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT IT WAS SIGNED AS A FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. IN WITNESS WHEREOF | HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. SIGNATURE OF NOTARY PRINT OR STAMP NAME OF NOTARY NOTARY PUBLIC FOR THE STATE OF WASHINGTON, RESIDING AT MY APPOINTMENT EXPIRES: 95 1 6 - s p . d w q g 9- 1 7 - 9 9 7: 2 7 : 0 2 om JF S RECORD LEGAL DESCRIPTION THE WEST HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 180 FEET AND EXCEPT THE NORTH 30 FEET. DECLARATION OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY FURTHER SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. AQUFER. PROTECTION NOTICE THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE NATER TABLE AND GROUND SURFACE, EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITIES DRINKING WATER. L.U.A. 99-076 L.N.D. EASETENT PROVIGONS THE OWNERS OF THE LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, PUGET SOUND ENERGY CO., U.S. WEST TELEPHONE CO., AND T.C.l. CABLE CO., THERE SUCCESSORS AND ASSIGNS, (THE GRANTEES) A PERPETUAL EASEMENT FOR UTILITIES INCLUDING STORM DRAINAGE, POWER, CABLE T.V. TELECOMMUNICATIONS, NATURAL GAS AND OTHER SUCH UTILITIES AS MAY BE DEVELOPED, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS THERETO ACROSS ADJACENT LANDS OF THE GRANTOR FOR THESE PURPOSES. THE EASEMENT AREAS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING UPON THE SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNERS OF LAND HEREBY SUBDIVIDED. THE CITY OF RENTON, PUGET SOUND ENERGY CO., U.S. WEST TELEPHONE CO., AND T.C.Il. CABLE CO., THERE SUCCESSORS AND ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW, AT SUCH TIME AS MAY BE NECESSARY, TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES OR MAKING ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR TO WHAT THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE GRANTEE. THE GRANTOR SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES. HOWEVER, THE GRANTOR SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE GRANTOR SHALL NOT PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES. ALSO THE GRANTOR SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY TO CAUSE EXCESSIVE COST TO THE GRANTEE PURSUANT TO ITS RESTORATION DUTIES HEREIN. THE EASEMENT AREAS HEREBY GRANTED ARE DELINEATED ON SHEET 2 AND/OR DEPICTED AS FOLLOWS: 1.) THE EXTERIOR 10.00 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHTS OF WAY AND TRACTS (BOTH PUBLIC & PRIVATE) AS WELL AS AN EASEMENT WITHIN ALL PRIVATE ROADS, TRACTS AND DRIVES. 2.) AN EASEMENT 2.50 FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL INTERIOR LOT LINES. 3.) AN EASEMENT 5.00 FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL REAR LOT LINES. APPROVALS EXAMINED AND APPROVED THIS DAY OF , 1997 CITY OF RENTON ADMINISTRATOR OF PLANNING / BUILDING / PUBLIC WORKS DEPT. EXAMINED AND APPROVED THIS DAY OF » 1997 DEPUTY COUNTY ASSESSOR KING COUNTY ASSESSOR PLAN CITY Sy REVIEW FEB O 1 2001 RECEIVED PRELIMINARY SHP-9F9-OF6 ’ Engineering GURVETORS CER-TFICATE RECORDER'S — AUDITOR'S CERTFICATE loose UNION FARK THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY - Surveying . ME OR UNDER MY DIRECTION IN CONFORMANCE WITH : . ; i IH N THE REQUIREMENTS OF THE SURVEY RECORDING ACT FILED FOR THIS 19 St i Penhallegon Associates Consulting Engineers, Inc. SHORT SUBPIVIGIO St BNE Resmncel AP si RIE Reaves, USE ATM IN BOOK ___OF__s AT_- PAGE 3 2 : 750 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 98033 (208) 827-2014 PORTION OF: NW, 174. SW. 474, SEG. 10, TWP. 23N. BEE. WH L » 19__ AT THE REQUEST OF PENHALLEGON ASSOC., INC. Oh Rap H1O8L 9 Se Se Ne ee Se a De a > PLAT CHECKED | REVISIONS: DRAWN BY: | SCALE: FIELD BOOK | FIELD CREW DUG Fle. JOBNO. gang IO L os LO GORDON S. RECTOR CERTIFICATE NUMBER 11691 SUPT. OF RECORDS—AUDITOR MGR. — DEPUTY AUDITOR 09/16/99 REVISED RECORD LEGAL DESCRIPTION IFS JAC /EMF 1°=30 116/167 DAB /DuB Te asa SHEET NO. l OF 2 F INSIDE PoLDER_ ~ /2 5 1 6 - s p . d u g 9- 1 7 - 9 9 71 2 7 1 0 2 am JF S STAMPED "D.E.I. LS 28238” 145.90’ 6’ WOOD FENCE” FD. 5/8” REBAR & cae LU.A. 99-076 wi L.N.D. . = MONUMENT LEGEND e a © DENOTES SET 5/8” REBAR W/YELLOW PLASTIC CAP STAMPED "PACE LS — —_ — ——_ 11691”. fo EXISTING N - : » ; - @® DENOTES FOUND 5/8” REBAR W/CAP STAMPED "PACE LS 11691”, she m PRIVEE BOAT .E. 8TH ST. 2 UNLESS OTHERWISE NOTED. ae W _ _ N88"20'04"W 146.31" S _ is \ WIDE STRIP eg oe ae 30.00’ WIDE ROAD EASEMENT | @ 5 a x . PER REC. NO. 3293573 & BY SEPERATE DOCUMENT 1.00’ INGRESS 3 © EXIST. 30.00’ MOE GAS EASEMENT —, EGRESS SASMENT > | De) PER REC. NO. 9002260368 —~ 7 ? ; 7500 e627 . \. wae'20'04We GECTION SUBDIVIGON — SW 1/4 @-23N-5E : _ 13.27 Y= 25.02” lf RS ee a. ee NOT TO SCALE Rec NO. a000m20000e71 | | sg 180’ = J a ao —te+H 10° | 15” I S . a oot. LOT 1 | _— — i IB 48s 992.84 1305.66" Gp) ] on ve) oho 5840 Sq, Ft lor2 iT | UR BS ; ee RIC aa = 5857 Sq. Ft. =, | sf & BS L als Rte Aare: | > 0.134 Acres + ‘a 5 ag es IN CASE. C.0.R. #1848 [7 y sy Goa See oi 5 se Hee Dy 8/15/96 & 1/28/99 |% 3 g Qs L1-N33°16"32"E 3.11 S| Was | ZS z\e fe} wo | 3| L2 NO00'20'59"W 9.30’ S| BS | 3] Za7 i PAG = Z! 13 n89°39’01"E 3.027 (6)z' 18 Ge 8s } Gt 3, /{“S [EF ipa iS rm UTILITY ~o | Nui o1 L__ BUILDING SET BACK L_ EASEMENT ( 58 | / a = es ‘ 2] Oo = ! LINE (TYPICAL) a 68.81’ N88°20'04"W_ SY igh 28 | / } *\8 y Sl Se (ee a Y | ohus : N a OS 63.44 lejos ) | @ y @ ——_.—_,-_,___| Ble PROP. 15” WIDE UTILITY / IRs / ’ pS ® 73.00" Bl 4 EASEMENT 5 47 } Sel / © 'N88°20'04"W ~ a) _ 41" “ -—— 04"W 146.17 —6f ! k - fe N8811'41"w 1200.20" see ae . oO t . UTILITY EASEMENT F r | 8 | - Is LOT 3 AND_INGRESS/EGRESS a/ 8! es feo . EASEMENT laf; | es | 39 ip bss 8622 Sq. Ft. REC. NO. 200012200006/73 @| HS 1 WS |, 8 fo] rer) 0.197 Acres + | <Q 1 WS Rio 77) o S| jue ; §* c= {8 L ps re ° P alo | |5&g 1 $8 | ee 8 | =) = Oo y ' Yet ‘ = | | Sli | © Oe mt 5 L | —o) |-PE! | 8 a N88°20'04"W 146.10" —_ 783 = i \ 5] | ® 10° | \ oul ; a a _ of 91710 , us — [~ ora 34 i & = — A. 1292.87 1292.87’ Zz = |2 8601 Sq. Ft Lt.) 8 = N88‘03"14"w 1292.87 = co a . 1 & 8 0.197 Acres + | 2 | 8 Z \ fe = i” ; ® | 8 qi (o) , FOUND STEEL PIN FOUND 3” BRASS e BS {9N89"30' 30" Wy ol Ee Ss IN CONC. MON. IN SURFACE MON. = ~ S ra 13 S| Sl= = CASE. C.0.R. #1503 8/15/96 ES i = vag » UTILITY lwo 8/15/96 io! ¢ < N88 sew3e o> EASEMENT I \e22 pe , oO —_~ -—— : cor) ~~ AS . } 0 | 52S NOTE: THE ABOVE SUBDIVISION COMPARES VERY FAVORABLY Zz L 5 | Un cess/ Ses ie en Po WITH THE K.C.A.S. SUBDIVISION OF 1940(+). ALL DISTANCES A N8817°58"W Sl 14603" REC. NO. 20001220000673 aoe SHOWN ARE GRID DISTANCES. THE COMBINED SCALE FACTOR IS 71.05" hoor S TT Ld |) 1.00000 IN THIS AREA. yl . N .98 i ies 5’ UTILITY EASEMENT ——=15'}—=— | (o) PROP. 15 ae are 24.83’ REC. NO. 20001220000671_ NOTES E Se a ee. |——J __ 10’ 34.55’ ™~ = PROPOSED NUMBER OF LOTS: 6 —_ — — utiuity | cS _ -—_ Cl [ @) \ A EASEMENT — ! ZONING: R8& \ Db ee SITE AREA: 47,907 SQ.FT. (1.100 ACRES) L + — im - MERIDIAN: N.A.D. 83/91 PER CITY OF RENTON CONTROL. 180’ _— Poe er ee ee TOPOGRAPHIC FEATURES SHOWN OF THIS SURVEY DRAWING ACCURATELY ‘é Eo St s cote 5 Bx bg 26i02 4 ExsT. 20.00 MOE SAN. SEWER| AND WATER LINE EASEMENT | | PRESENTS EXISTING CONDITIONS AT THE TIME OF THIS SURVEY. 3 ee te s 3S Ww] xe Y OF RENTON PER REC. NO. 9708201421. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN = 0.163 Acres + iS} 8 a : ! HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN DURING = S — - ! FEB. 1999 UNLESS OTHERWISE INDICATED. = a oe f ! RK | Rf ES THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE | ip LOT 5 Bs = OF THIS SURVEY IS A 2” GEODIMETER 440 SERIES TOTAL STATION. — — _|s | __7491 Sq. Ft. 2 > ! ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED S 0.172 Acres = —— +3 | TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED Liz BASELINE WITHIN THE PREVIOUS 12 MONTHS AND A PRIVATE BASELINE ! ON A MONTHLY BASIS. ee! , | 6 WOOD FENCE’ . — = o 74.86" ! ! THE RELATIVE LOCATION OF ALL SURVEY MONUMENTS AND MARKERS » e. 2 WwW FD. 5/8” REBAR & CAP SHOWN ON THIS MAP ARE BASED ON A CLOSED LOOP FIELD TRAVERSE. YHP-49- 016 THE LINEAR ERROR OF CLOSURE, AFTER ADJUSTMENT OF ANGLES, |S iS 3 STAMPED "D.E.I. LS 28238” 8 EQUAL TO OR BETTER THAN 1 PART IN _1.:_15,000__. THE METHOD OF E S. LINE W 1/2, N 1/2, NW 1/4, NW 1,4 sw 1/4 / ADJUSTMENT USED WAS COMPASS RULE ADJUSTMENT. 8 8 g = = . _ - : / GRAPHIC SCALE \ | } 30 0 15 30 60 | | | - ee ( IN FEET ) TABLE OF COLRSES . A=37 39°27” R=73.00’ L=47.98' ; ; @ A=37 39'28” = R=47.00’ ~—L=30.89' ac pannel is UNION FARK A=87 56’59” R=25.00’ L=38.38’ Saesenine A=92 03’01” R=25.00’ L=40.16’ urveying nae 39°28” R=73.00’ —L=47.98’ Penhallegon Associates Consulting Engineers, Inc. GHORT SUBPIVICION © A-=37 39°27" R=47 00° L=30. 89° 760 SRI STREET SOUTH SUITE 200 KIRKLAND, Wa, 98098 (206) 827-2014 | PoRTION OF: NW. 1/4, SW. 1/4, SEC. 10, TWP. 23N. R. SE. WM. PLAT CHECKED | REVISIONS: DRAWN BY: SCALE: FIELD BOOK FIELD CREW pe ars . JOB NO. S956. IO JAC /EMF 1” = 30’ 116/167 DAB/DuJB_ DATE: a é - os/isyeg_| SEETNO. 2 OF 2 JNSIDE Foldpe KR /3 5 1 6 - s p . d w g 9- 1 7 - 9 9 71 2 7 1 0 2 am JF S L.U.A. 99-076 _» e L.N.D. LND-20-0254 babel bd © DENOTES SET 5/8” REBAR W/YELLOW PLASTIC CAP STAMPED "PACE LS > 11691”. Oo EXISTING < - @ DENOTES FOUND 5/8” REBAR W/CAP STAMPED "PACE LS 11691”, mM PRIVATE ROAD N.E. 8TH ST. iS UNLESS OTHERWISE NOTED. ~ -N88'20'04"W __ N88‘20'04"W 146.31’ = 180.12" \ es ~ 2 - - | - iS 30’ WIDE STRIP ; a ae 30.00’ WIDE ROAD EASEMENT SECTION SUBDMEON — SW 1/4 W-23)-5e oO DEDICATED BY SEPERATE 3 ~ PER REC. NO. 5293573 & . NOT TO SCALE Le) 3 DOCUMENT. 1.00’ INCRESS @ et EXIST. 30.00’ MDE GAS EASEMENT REC. NO. ; =, Ei EASEMENT” \ > | PER REC. NO. 9002260368 g 10 $88°20'04"E 2611.33 = 73.00 Nees 146.27 ¢b—NB8'20'04 Wi _ {\ _ 692.84 1305.66" Cp) : 73.27 f= 25.02" Ie —_ —_-—_ — a wha . 5’ UTILITY EASEMENT—=| |} | re . FOUND 2" BRASS SOG YS _— to REC. NO. 20001220000671 10 | 45? |" 5 DISK a rec ier km wn C.0.R. $1849 IN CASE. C.O.R. in i ‘ 3 ST | | : in fe 8/15/96 & 1/28/99 |S iS NOT TIED THIS SURVEY 4 nN Oo fe) . LOT 1 T2 5) i | > w SN ! ZIg @ CEn LO i N Oo = [o) W 2 5840 Sq. Ft. | Ww Oo . > als i = 0.134 Acres + 3 Hs z HS = . ] #4105 QA L1N3316'32"E 3.11’ Ql Fas | , aS ~/ 5 A o 8 12 NO0°20°59"W 9.30’ OE! | BS | zz ! oO * ; 2 13 N89°39'01"E 3.02 2. /|a8 , 7 BS A © = @ L3 ra | N Lim a . is =_ Bf fee! W fs aR -— a = \o Ws / \) VY 88°11'41"W 1299.29 1299.29’ = ee RS] 15 WDE UTIL ASEMENT / IL: heat 7, ©? oY ev x ———n ; un F | fow P \Y gv 73.00 B | & 73.17" f | ot / &, is = g f) » "9, . 2) S > N88°20'04"W 146.17 ©/ | / x 5 Lo Ss _ exe) x 7 8 a i —_—_— peat 3 UTILITY EASEMENT i (1 eBt os oS © be als LOT 3 ANO_INGRESS/EGRESS rat ig | s8 <b ~ ted ra F 8622 Sq. Ft. REC. NO. 2000122000063 a! igs | 5 ; Ye = q REC. NO. 200012 5 | = sea F 0.197 Acres + I @ <8 | $8 LOT 5 . m | <a 7 aS RA #765 | | Es | <8 baled ~— + : 1 HO te, | Boe | Se = gyi0 ; L MED | S| ing 1292.87 ; ke ~ / PO = | BS 1 s&s __ 1292.87 S ~ yp —s / 4 >| —+ omen : ow : 16415 N88°03'14"W 1292.87" On Sb /es'20'04"W ~~ _has.10" fi at | —— mal \ Sf CA : N — 10 . j / RAGE / QF | | D 10 | a. —FOUND STEEL PIN FOUND 3” BRASS Lid ~ — / EXISTING SPLIT-LEVEL HOUSE L / z ge T oe — IN CONC. MON. IN SURFACE MON. ° ; SHED & GARAGE To BE. /~ ~ _LOT/4 26° | | § CASE. C.0.R. $1503 8/15/96 Zz = 1 =, REMOVED, HOUSE TO BE ‘85O1~SQ. Ft. “| = 8 F 8/15/96 ; kis, RELOCATED TO LOT 6 ; 0.197 Acres + | 2| 3 | | Fal ! [fr os ae w — w : Q / ine EE ern ely gle & | © NOTE: THE ABOVE SUBDIVISION COMPARES VERY FAVORABLY = i 8 / ry "13.84 2 2, | 8l2 8 = WITH THE K.C.A.S. SUBDIVISION OF 1940(+). ALL DISTANCES ‘| = = a / Ro UTILITY ad ee & 7) SHOWN ARE GRID DISTANCES. THE COMBINED SCALE FACTOR IS ra Pd 1 aed = na87'58"wSS ‘o> EASEMENT | es2 O S 1.00000 IN THIS AREA. N Cg 5 23.07 Z2— |= (5 | FB a cy ¢ (o) (re) ; a UTIITY/INGRESS/EGRESS 'of =| SSH C 3 _. S|. EASEMENT a oy \Z > WOTES & N88"17°58"W Z 4S 146.03" REC. NO. 2000122000673 (LOT 8 S) PROPOSED NUMBER OF LOTS: 6 , % ; g 7 71.05 hoo © 7438 aL | Ss ox ZONING: R8 |S! UTILITY EASEMENT ——H15'-=— 7 0: CR © Y 15’ WIDE UTILITY EASEMENT | | f.24.83' REC. NO. 2000122000671 | © ») SITE AREA:” 47,907 SQ.FT. (1.100 ACRES) A REC. NO, Tsao, | _ Z) ) BASIS OF BEARING: N.A.D. 83/91 PER CITY OF RENTON CONTROL. rad a mi 34.55 \ | p---—bL-—-- ~Are — + Ss Ss BS le ee cea ea eas ec cm _| HELD CITY POINT NO.’S 1503 AND 1848. ” S o : — ——-|— — — TOPOGRAPHIC FEATURES SHOWN OF THIS SURVEY DRAWING ACCURATELY ) UTILITY EASEMENT l ——— imi : PRESENTS EXISTING CONDITIONS AT THE TIME OF THIS SURVEY. REC. NO. 5 acon wey se sn sp Ss, gy ! 180’ =e ' ri el Neri ~ THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN KR b Br bag ZOit " S | EXIST. 20.00" WIDE SAN. SEWER| AND WATER LINE EASEMENT HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN DURING Fs LOT 6 3 S wy [0 THE Clir OF RENTON PER REC. NO. 9708201421, FEB. 1999 UNLESS OTHERWISE INDICATED. S 7104 Sq. Ft. - Q to 7) | ; 0.163 Acres + z a z< A THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE 3 = a- |OT 7 ge I OF THIS SURVEY IS A 2” GEODIMETER 440 SERIES TOTAL STATION. —_ = Yo = © ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED - OT 5 'F) ! TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED N L oS BASELINE WITHIN THE PREVIOUS 12 MONTHS AND A PRIVATE BASELINE 2 7491 Sq. Ft. 57> | ON A MONTHLY BASIS. Ss 0.172 Acres + = | -Baq #47 r ! THE RELATIVE LOCATION OF ALL SURVEY MONUMENTS AND MARKERS 70 Be eg _| Pp | | SHOWN ON THIS MAP ARE BASED ON A CLOSED LOOP FIELD TRAVERSE. _ 0¥e971.05" 74.86" ; THE LINEAR ERROR OF CLOSURE, AFTER ADJUSTMENT OF ANGLES, IS 6" WOOD FENCE ™ Corner + b, —— | EQUAL TO OR BETTER THAN 1 PART IN _1.:_15,000__. THE METHOD OF » 145.90' 6 Wood FENCE oe ADJUSTMENT USED WAS COMPASS RULE ADJUSTMENT. . a REBAR & CAP FD. 5/8” REBAR & CAP ° DEL LS 26238 STAMPED "DE. LS 28238" LOT 55 i #4105 INDICATES HOUSE ADDRESS NUMBER —TYPICAL E + 59 Ss. U EW 1/2, N 1/2, ae 1/4. SW 1/4 LOT 54 / fy s LO O 8 : : #1 THE ORCHARDS/ - DIV. #1 y GRAPHIC SCALE () ‘o 30 0 15 30 60 | , | C a | | / / _ ( IN FEET ) = ’ a =7 ’ _ ; 98 ’ j ; A=37 39 a7 ; R=73.00 L=47 ss Engineering UNION PARK @) A=37 39'28 R=47 .00 L=30.89 b HAE Planning A=87 56’59” R=25.00’ L=38.38 Surveying _ , ” = 5 ’ a ; a - . . H N @ nee cen is ape ae ob Penhallegon Associates Consulting Engineers, Inc. SHORT SUBPIVIGIO © A =37 39°27" R=-A7.00’ L=30.89’ 50 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 98033 (206) 827-2014 OREN CPLAUUL 1, Gale We, Geo, By awe Ban. Be. we PLA’ CHECKED | REVISIONS: DRAWN BY: | SCALE: FELD BOOK | FELD CREW [DMG FLEL JOB NO. = gaE5K, 12 JAC/EMF | 1” = 30° | 116/167 DAB/DuB_ |DATE: o2/2iyor_| SEETNO. 2 OF 2 Q iN BIDE FOLDER SHP-4-CUFCG INe DEDICATION RECORD LEGAL DESCRFTION DESIRE OF THE OWNERS. KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED, OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WITH THE FREE CONSENT OF AND IN ACCORDANCE WITH THE EXCEPT THE WEST 180 FEET AND THE WEST HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 30 FEET. JOHN PETERSEN DATE LORRAINE PETERSEN - DATE ACKNOLLLEDGOENT DECLARATION OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY FURTHER SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. STATE OF WASHINGTON \ SS COUNTY OF KING ) PURPOSES THEREIN MENTIONED. DAY AND YEAR FIRST ABOVE WRITTEN. IN WITNESS WHEREOF | HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL THE ON THIS _____s~DAY «OF , 2001, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY APPEARED JOHN AND LORRAINE PETERSEN, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED !IN AND WHO EXECUTED THE WTHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT IT AQUFER. PROTECTION NOTICE WAS SIGNED AS A FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367 AND AS AMiNDED BY ORDINANCE NO. 4740. THIS CITY’S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE !S ! 0 NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM SIGNATURE OF NOTARY CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITIES DRINKING WATER. PRINT OR STAMP NAME OF NOTARY NOTARY PUBLIC FOR THE STATE OF WASHINGTON, RESIDING AT MY APPOINTMENT EXPIRES: 95 1 6 - s p . d w g 9- 1 7 - 9 9 7: 2 7 : 0 2 om JF S Ne PRIVATE EASEPENT FOR NGRESS, EGRESS & UTLITES AGREETENT NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LCTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1 THROUGH 6 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENT. THESE MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROADS, DRAINAGE PIPES, ANY STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THE EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. COVENANTS, CONDITIONS AND RESTRICTIONS COVENANTS, CONDITIONS AND RESTRICTIONS ARE RECORDED UNDER REC. NO. _____ L.U.A. 99-076 L.N.D. LNd-20~-0254 EASE ENT FROVIGONS THE OWNERS OF THE LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, PUGET SOUND ENERGY CO., U.S. WEST TELEPHONE CO., AND T.C.l. CABLE CO., THERE SUCCESSORS AND ASSIGNS, (THE GRANTEES) A PERPETUAL EASEMENT FOR UTILITIES INCLUDING STORM DRAINAGE, POWER, CABLE T.V. TELECOMMUNICATIONS, NATURAL GAS AND OTHER SUCH UTILITIES AS MAY BE DEVELOPED, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS THERETO ACROSS ADJACENT LANDS OF THE GRANTOR FOR THESE PURPOSES. THE EASEMENT AREAS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING UPON THE SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNERS OF LAND HEREBY SUBDIVIDED. THE CITY OF RENTON, PUGET SOUND ENERGY CO., U.S. WEST TELEPHONE CO., AND T.C.I. CABLE CO., THERE SUCCESSORS AND ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW, AT SUCH TIME AS MAY BE NECESSARY, TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES OR MAKING ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR TO WHAT THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE GRANTEE. THE GRANTOR SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES. HOWEVER, THE GRANTOR SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE GRANTOR SHALL NOT PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES. ALSO THE GRANTOR SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY TO CAUSE EXCESSIVE COST TO THE GRANTEE PURSUANT TO ITS RESTORATION DUTIES HEREIN. THE EASEMENT AREAS HEREBY GRANTED ARE DELINEATED ON SHEET 2 AND/OR DEPICTED AS FOLLOWS: 1.) THE EXTERIOR 10.00 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHTS OF WAY AND TRACTS (BOTH PUBLIC & PRIVATE) AS WELL AS AN EASEMENT WITHIN ALL PRIVATE ROADS, TRACTS AND DRIVES. 2.) AN EASEMENT 2.50 FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL INTERIOR LOT LINES. 3.) AN EASEMENT 5.00 FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL REAR LOT LINES. APPROVALS EXAMINED AND APPROVED THIS DAY OF , 2001 CITY OF RENTON ADMINISTRATOR OF PLANNING / BUILDING / PUBLIC WORKS DEPT. EXAMINED AND APPROVED THIS _ DAY OF , 2001 DEPUTY COUNTY ASSESSOR KING COUNTY ASSESSOR CITY OF RENTON RECEIVED MAR 0 1 2001 BUILDING DIVISION GURVETORS CER TFICATE RECORDER'S — AUDITOR'S CERTFICATE Engineering UNION PARK Planning THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY NO Surveying ME OR UNDER MY DIRECTION IN CONFORMANCE WITH NO. , ; ; N THE REQUIREMENTS OF THE SURVEY RECORDING ACT FILED FOR THIS DAY OF______, 2001 Penhallegon Associates Consulting Engineers, Inc. GHORT SUBPIVIGIO AT ee eee | OF a LORRAINE” INC. AT ______M iN BOOK ___ OF ____" AT PAGE 750 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 98033 (206) 827-2014 SETON GE. Mh BG, BBL WA EO. 1. THR. BS BE. , AT THE REQUEST OF PENHALLEGON ASSOC., INC. (a PLAT CHECKED | REVISIONS: DRAWN BY: | SCALE: FELD BOOK | FELD CREW |DWG FLE* | JOBNO. § Gq5I6,. 1D \ DAVID R. FULTON CERTIFICATE NUMBER 32429 SUPT. OF RECORDS—AUDITOR MGR, — DEPUTY AUDITOR A «EXPIRES: 10/25/2001 JAC /EMF 1°=30' 116/167 DAB /DJB i / SHEET NO. | OF 2 [NS /22 -qGa ee 8 WP q |i & 0 Tk foww sa 7: 2 7 : 0 2 am IF S 9- 1 7 - 9 9 95 1 6 - s p . d w a DEDICATION : RECORD LEGAL DESCRIPTION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED, OWNERS IN _ FEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS SHORT THE WEST HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT a ee Se ae Fue tee ce eee 10, TOWNSHIP 23 RDANCE WITH THE » W.M., PLAT IS MADE WITH THE FREE CONSENT OF AND IN ACCORDA Seen aie Weer Ve ea BESIRG: OF TNE. mais. EXCEPT THE NORTH 30 FEET. z. Rn 3-Ol-ol JOHN PETERS LORRAINE PETERSEN DATE DECLARATION OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY FURTHER SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. ACKNOL.LEDG ENT STATE OF WASHINGTON ) COUNTY OF KING ) ON THIS jst DAY OF Maret , 2001, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY | APPEARED JOHN AND LORRAINE PETERSEN, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO _ EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT IT AQUFER. PROTECTION NOTICE WAS SIGNED AS A FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF IN WITNESS ear core GRIeK, SET MY HAND AND OFFICIAL SEAL THE RENTON ORDINANCE #4367 AND AS AMENDED BY ORDINANCE NO. 4740. THIS DAN ANG YEAR FIRST ie CITY’S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NaiURAL BARRIER BETWEEN THE WATER mal Cerre NG yt Ot fern, oy, TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN SAT OLD” HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM SIGNATURE OF NOLARY to sean ge CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITIES DRINKING WATER. rd Per Nosae Da Otharp a ee __ oe Za: QO. PRINT OR STAMP NAME OF NOTARY & B68 Os NOTARY PUBLIC FOR THE STATE OF WASHINGTON, RESIDING Ay S Renton LoA “ag ona MY APPOINTMENT EXPIRES: lo 61 [ © | NE) PRIVATE EASETENT FOR NGRESS, EGRESS & UTLITES AGREETRXT NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1 THROUGH 6 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND UTILITY EASEMENT. THESE MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROADS, DRAINAGE PIPES, ANY STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THE EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. COVENANTS, CONDITIONS AND RESTRICTIONS L.U.A. 99-076 \ L.N.D. LND-20-0254 EASETENT PROVIGONS THE OWNERS OF THE LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, PUGET SOUND ENERGY CO., U.S. WEST TELEPHONE CO., AND T.C.l. CABLE CO., THERE SUCCESSORS AND ASSIGNS, (THE GRANTEES) A PERPETUAL EASEMENT FOR UTILITIES INCLUDING STORM DRAINAGE, POWER, CABLE T.V. TELECOMMUNICATIONS, NATURAL GAS AND OTHER SUCH UTILITIES AS MAY BE DEVELOPED, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS THERETO ACROSS ADJACENT LANDS OF THE GRANTOR FOR THESE PURPOSES. THE EASEMENT AREAS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING UPON THE SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNERS OF LAND HEREBY SUBDIVIDED. THE CITY OF RENTON, PUGET SOUND ENERGY CO., U.S. WEST TELEPHONE CO., AND 1.C.l. CABLE CO., THERE SUCCESSORS AND ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY: SUIT OR PROCEEDINGS OF LAW, AT SUCH TIME AS MAY BE NECESSARY, TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES OR MAKING ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR TO WHAT THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE GRANTEE. THE GRANTOR SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES. HOWEVER, THE GRANTOR SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE GRANTOR SHALL NOT PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES. ALSO THE GRANTOR SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY TO CAUSE EXCESSIVE COST TO THE GRANTEE PURSUANT TO ITS RESTORATION DUTIES HEREIN. THE EASEMENT AREAS HEREBY GRANTED ARE DELINEATED ON SHEET 2 AND/OR DEPICTED AS FOLLOWS: 1.) THE EXTERIOR 10.00 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHTS OF WAY AND TRACTS (BOTH PUBLIC & PRIVATE) AS WELL AS AN EASEMENT WITHIN ALL PRIVATE ROADS, TRACTS AND DRIVES. 2.) AN EASEMENT 2.50 FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL INTERIOR LOT LINES. 3.) AN EASEMENT 5.00 FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL REAR LOT LINES. APPROVALS EXAMINED AND APPROVED THIS 2 hi DAY OF MAR. H 2001 Wess A Zi Wella CITY OF aay eeeeinena OF PLANNING / BUILDING / PUBLIC WORKS DEPT. ¢ 1B g EXAMINED AND APPROVED THIS SIME DAY OF hada , 2001 al C o “eb. JV a 4Le_ Cbd Abruhcies DEPUTY COUNTY ASSESSOR KING COUNTY ASSESSOR £0 of Jas - Fe J COVENANTS, CONDITIONS AND RESTRICTIONS ARE RECORDED UNDER REC. NO. 200/04Y0YO00/9e SUR VETORS CER-TFICATE r = <7 Recreate Aire t : r <a B R. FU) _ y, CONFORNED CopY | Kearny, | i LAE < ! / [Y THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY N “ay ME OR UNDER MY DIRECTION IN CONFORMANCE WITH R THE REQUIREMENTS OF THE SURVEY RECORDING ACT Engineering UNION | PARK Planning Surveying Penhallegon Associates Consulting Engineers, Inc. SHORT SUBDIVISION AT THE, REQUEST OF JOHN AND LORRAINE INC. : " IN ta cf , 2001 20010404900001 750 SIXTH STREET SOUTH SUITE £00 KIRKLAND, WA 96033 (206) B27 2014 PORTION OF: NW. 174. 9.W. 174, SEG. LO. TWP. 23N. KR. DE. WOM. CITY OF PLAT CHECKED | REVISIONS: WN BY: SCALE: FIELD BOOK FIELD CREW | DWG FILE: JOB NO. 1 Dex Lor— 7a: a in go10-SP nee DAVID R. FULTON CERTIFICATE NUMBER 32429 KING COUNTY, a’ JAC /EMF 1°=30 116/167 DAB /DuB ‘ae anien SHEET NO. | OF 2 SHP-49-07 © L.U.A. 99-076 L.N.D. LND-20-0254 O DENOTES SET 5/8” REBAR W/YELLOW PLASTIC CAP STAMPED "DRF —_— 32429”. fo) EXISTING N.E . , . m . @© DENOTES FOUND 5/8” REBAR W/CAP STAMPED "PACE LS 11691”, g PRIVATE ROAD ome 8TH ST. A UNLESS OTHERWISE NOTED. N88‘20'04" deal a fi W - _ N88'20'04"W 146.31' . : NL Mar Ere east 30.00’ WDE ROAD EASEMENT | SECT ION SUBDIMIGION 6. \/4 —23,}-5E - 3 DEDICATED BY SEPERATE | . PER REC. NO. 3293573 & : sar Ge aaae DOCUMENT. 9 ar pesoy 0 1.00" INGRESS Si fo) EXIST. 30.00’ WIDE GAS EASEMENT ae BOO OY OF COOOL) EGRESS EASEMENT” \ | m PER REC. NO. 9002260368 eeeotaa _ 88°20'04"W _ 146.27" — 9 . 2611.33° : 73.27 , — 652.84 1305.66" ie 5° UTILITY EASEMENT ee eee 7 , ‘ REC. NO. 20001220000671 | 8 9 FOUND 2° BRASS 180 ip | io DISK IN CONC. MON. C.O.R. #1849 g ; | E Hn 3 pena ed Gs ) NOT TIED THIS SURVEY . LOT 1 LOT 2 | | S BS z\g & S Pl ide b > 5857 Sq. Ft. | | s 8 8 a! a (= is ; = 0.134 Acres + a! = | S Y © M a #4105 Qe LI N3316'32"E 3.11" Q| WSs | t 2S Yo qi S 12 NO0'20'59"W 9.30’ S| | AS | Z== =| a > Z 13 N89°39'01"E 3.02" () g! {ae | 22s A _ N > roe . #11 sl |58 | / O oe Ww , A, RK — | —88:81__ N88:20'04"W | vig? = | / LOT 4 SS > |} | $88°11°41"E = Z tb fe eae KX lyse, / yp Vv N88°11"41"W 1299.29" 1299.29 . — yt . ae yes) / Ow ad | i gy o— a Dib 73.17’ / beg |X) / : » a aN N88"20°04"W 146.17" 7 x. & S © S | Pp EL S Q 3 | B 13 oe BB id lok og SO ele ‘ H . J” ® ie) | jek Ft, REC. NO. R0olo YOY O00/F ba] | / | GS | =$ 2 ¥ ted ae é 0.197 Actes + = Vo a | SE Lor 5 | Ye R INGRESS/EGRESS EASEMENT | (pe | : | S81 £8 7) rs #765 REC. NO. 20001220000673 ‘ee "1 ges e a |—Eg | &s bake! / ~~ Zz “| e~ | *&, e | Se | = 28 | 88 Zz . Lo ED ~~ © | Sige | = 91710 ; KR / [~~~ > NI oe | & 1292.87 5 ‘fo iH = f — . | so " 1 xe : 1292.87’ a f OQ, ; " * ’ ” iS } N88°20'04"W ~~ 446.10" / ni 22] GY 1 | ’ i 16015 N88°03'14"W 1292.87’ | ARage Ree 10 | \. Sf e ot | \ a. \ —— / G SPLIT-LEVEL HOUSE f > | FOUND STEEL PIN FOUND 3” BRASS a 1 SHED GARAGE. TO BE L ~ LOT/4 * — | Ts a T_ — — IN CONC. MON. IN SURFACE MON. Zz 3 » REMOVED, HOUSE TO. BE B501~S4. Ft. = | rs CASE. C.0.R. #1503 8/15/96 = a / NavCalaan TO LOT / 6497 Aeros 3 | a S Fa 8/15/96 - wo / ~ a | be TM CO os . aa 0 wo | S re) P= = lJ 99 [o) N ~ Ly 59 , m | 2 x} wy / / ‘ # N89 a Wey N s! F383 © NOTE: THE ABOVE SUBDIVISION COMPARES VERY FAVORABLY KK 2 Z / 2. BAN - | 2 | 58 > a WITH THE K.C.A.S. SUBDIVISION OF 1940(+). ALL DISTANCES -| > a SF casaancns oe UTILITY = lw SHOWN ARE GRID DISTANCES. THE COMBINED SCALE FACTOR IS in| ~ = N8817'58"WS yy | ag / N N "So EASEMENT =a- C % 1.00000 IN THIS AREA. N BE 2307 2- j= 3 | a; wo —> ¢ 2 A} is TUT by | She = . O” > = a| 5 EASEMENT TO CITY OF RENT ay oy NOTES b N88°17"58"W C1 146203" REC. NO. 20810404 oval at (/ 4 4 ; Ww? 71.05" hoor [LOT 8 S PROPOSED NUMBER OF LOTS: 6 Fa Re) 10.01 74.98" — S cy RV ay UTILITY EASEMENT —e_|5'}=— | on Oo” ZONING: R8 fo) KS 24.85'_REC. NO. 2000120000671 ws S SITE AREA: 47,907 SQFT. (1.100 ACRES) = Vad 10 [| 34.55" ON PL oo) oy BASIS OF BEARING: N.A.D. 83/91 PER CITY OF RENTON CONTROL. = oy _— _ © | Oo 43 Tae ee _ ; HELD CITY POINT NO.’S 1503 AND 1848. | p_ “ = \ = —|— a | TOPOGRAPHIC FEATURES SHOWN OF THIS SURVEY DRAWING ACCURATELY L T! : PRESENTS EXISTING CONDITIONS AT THE TIME OF THIS SURVEY. ! 180° so ey Griese eee l . ; 21 26.02" + a ae THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN S LOT 6 S ‘0™ NBB17°58"W a an ie ee ee TON SGHERLAND WATER LINE EASEMENT | | HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN DURING 8 7104 Sq. Ft 8 N . <= ma are i NO. 9708201421. | FEB. 1999 UNLESS OTHERWISE INDICATED. ~ 0.163 Acres + 3 8 2 Pa | mes = g ma P Qn ! | THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE #753 = -ot Gr LOT 7 O OF THIS SURVEY IS A 2” GEODIMETER 440 SERIES TOTAL STATION. &K gn -& wa ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED io LOT 5 Bai * oy | TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED S 7491 Sq. Ft. 2 ! BASELINE WITHIN THE PREVIOUS 12 MONTHS AND A PRIVATE BASELINE iS) 0.172 Acres + — ! ON A MONTHLY BASIS. wz | | To 8 BT #47 | THE RELATIVE LOCATION OF ALL SURVEY MONUMENTS AND MARKERS vad J 71.08" | SHOWN ON THIS MAP ARE BASED ON A CLOSED LOOP FIELD TRAVERSE. ] le - & 74.86" THE LINEAR ERROR OF CLOSURE, AFTER ADJUSTMENT OF ANGLES, IS FD. 5/8” REBAR & C N8817'58"W is 145.90" as —— — EQUAL TO OR BETTER THAN 1 PART IN _1.: 15,000 __. THE METHOD OF STAMPED "D.E. LS Le | FD. 5/8" REBAR & CAP / — es a Se ATT ADJUSTMENT USED WAS COMPASS RULE ADJUSTMENT. — STAMPED "D.E.. LS 28238" LOT 5 1?) _ Lor so S. LINE W 1/2, Nae it, NW 1/4, SW 1/4 LOT 54 / LS #4105 INDICATES HOUSE ADDRESS NUMBER —TYPICAL L re) ; . , ; i 4 st _ | THE ORCHARDS/ Vv. #1 y, GRAPHIC SCALE - 30 0 15 30 60 5 | j “a | | | | / ee S / i au) 8 (IN FEET ) oi TABLE OF COLRSES aw ~ ()}——— A=37 39°27" R=73.00’ L=47.98’ | imee , ’ Engineerin o @ A=37 39'28 R=47 .00 L=30.89 atid: LINION PARK rs OD Aw 56°59” — R=25.00’ L=38. 38’ 4, See I A _ ? ” _ ? _ ? a =92 03 Ol R=25 .00 L=40.16 ; : ; H LK > (S}—— A =37 39°28” R=73.00’ | =47.98’ Penhallegon Associates Consulting Engineers, Inc. SHORT SUBPIVISIO Es ©) W=57 2°27" R=47.00’ Lao. 69° 750 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 98033 (206) 827-2014 PORTION OF: NW. 1/4, SW. 1/4, SEC. 10. TWP. 23N. 8. 5E. WM. a a PLAT CHECKED | REVISIONS: DRAWN BY: | SCALE: FELD BOOK | FELD CREW |DWG FILE: JOBNO. § Gang IQ Oo — in JAC/EMF | 1” = 30° | 116/167 DAB/DJB DATE: o2/aifor | SHEET NO. 2 OF 2 SHP-99 -ORL | EXISTING GRADE TO BE , ve | id | m4 | oe 7 LOWERED APROX. 2’ TO 3’ a2 UF ROCKERT | tn S - WITH PERMISSION OF ADJACENT a | S | -FND. 5/8” REBAR & CAP eo __--~ PROPERTY WNER. . $i a) 1 nf j AT PROP. COR. STAMPED ol E aw eer y | io "D.EN. LS #28238” | [F al ae | x ri} / \ [3 ae we 4 IL [LO yz PROPERTY LINE (r.) «= Row WALL 9 ----77 a Re RAIN = : _. . GRAPHIC SCALE DRA ae r \ ane 4 ee | oN 50 > 1020 40 — jl BUILDING: SETBACK a re a ie h ’ Oe ee ee <a — RS , _—_ ’ WIRE FENCE} LINE ( de SOO°25 17°F (f ta 4 {ON F-32807 . 1 \ at | . . GD 6 WOOD FENCE 7 ee ES 2 et Lar itl Pas : pat ee -_——- 7 : 1 Oo'f- Z as ~ is Qo" “SSKD-FIR sa hs 0 SAO FIR a aH { S, ( IN FEET ) = oe eaten prs 7 2 1 inch = 20 feet -_ “ Yo 4 Ppt aa © E \ : ps WIDE PCC ©.) _ oe \I ee 15” nec | SI EWALK aml f ; sy | a zal SRE DETAIL : J 3A —_ _— — fe ae ee AEBS i! S EET c6 en AD# pts J/// i. \ FF yl 3 na RIM & INVERT ~~ SS ey le | - ELEVATIONS» 10 = a ae ea lee 9 BE DETERMINED an~ 2 33" ORB a in DURING CONSTRUCTION wao / (OT 3s [Io] AN GUTTER ? BOS ze. . Zales le I) SER DETAIL | pgs oes 6 3823 80.6 1 SHfeT c5 LOT6 | Bag ers re NS i a=: 7,105 SQ FT | qe 2b >_AD#2B TYPE ‘T_” | | prbposep — 6” PVC 5 OF IM ~&_ INVERT. ~~ _ 3 DRIVEWAY po : BE DETERMINED = || SEE DETAIL — ee re a € WOOD FENC g BURIN “CONSTRUCTION Pl pF - } | SH ET C6 FND. 5/8” REBAR & CAP—~ 2h ~ a: as [~ T~ EXISTING 30° STR T PROP. COF : ei (Ay. R of </-- op DGE JOF PROPE AT PROP. COR. STAMPED A << UN x _¥- i "DEA. LS #28238" -” 4~~ ‘ / L oO BG is: [o> | DR RROPOSED a 3 SQ FT SS ~ REMOVE. EXISTING’ | MENTS T _ aly 8 LT rs i GARAGE “AND aid G ROADWAY © | Of on a a : | , \/ & fp os { ne OPOSED at ) OF LeND. 5/8” & CAP lice 7 rw | a 5 a IVEWAY i / i tps > / 5 _/[ADH2A TYPE ROPOS stp i 15 | ) By] AT PROP. be STAMPED rT. Lt fe - ETAIL cn / ki "D.E.1 LS 428248" Pf A] a | AM ae INVERT \ | ye tien : C6 m i 8 | * I 7 rao Re: fim LOT | 5 = i “DURING CONSTRUCTION IN . ANA A ; * 2 7,492 SQ FT Po Ep oe = | ; 17 /\ ae / ij m ee an ; . e 6 woOoD FENCE _d 10” CEDAR TE EASEMEN S| = ” pec. ° Bile \e4, — we uF ee ae eS an an 7 — 14 LF 6” P ~ | o Vas [ae ~opg2 TPE iN ee yA MAN is | ; ce Bon] \ ss =} |} 6” PVC AO Oe EE SON, EEE BZ oP. i ; — a Sy ah oxy Bur 12" CPER 4 P< een HC . as ANY! ¢ As \ “ae OF ni a 0.007 8 | pa badon - —— ey ~ 2 Ce . SCE Li Sia ROP Hae z . o i ene id TL a PRO PROPOSE ' ~ = OQ ef | Mth toy 0:4 GB ga TYPE a, cepa Nob Ope ee - SO 'S DRIVE! \ es on od i ae, RIM +412.0 — | C Oe SSS anes ed A ss SEE OETA ms. oe CS [V (jl (MATCH TO Eiemas GRADE) ! ; —INFND. 5/8” REBAR & Bs ap \- Lge ot SHEET = . NK | | | ch INV 406.10 (SW | "RIM £4 64 LF12"CP D gre BRED | . an ae ] 4 INV 405.60 (NE) ! Zz (MATCH TO EXISTING GRADE) "PACE $0,007 : SAS \ “ 1 Ne oh) gh AP INV 406.24 (Ww) + , } = i. | CONNECT TO EXISTING 12°CPEP) } | INV 405.74 (NS) aa aETTTa) | - "0s INV 405. STORM DRAINAGE SYSTEM, 7 eat NS a XISTIN % — \ FND. 5/8" REBAR & CAP oy |! = 470.11 ; — \ AT PROP. COR. STAMPED EOC O | - 3 PROPOSED 26° | ; oO. NPACE LS 11691” , 4 i iam i ST SeSeMen, 7 EXTRUDED cUBE INGRESS /EGRESS i XI : | r _ | N11 ong JN i | a ot OFFSITE EASEMENT mW , 7 ° ~ \ wm 0 : | i I Oy SE {r — | | —20’ vC—— og wece | ee ee PROPOSED ROAD GRADE ™ m [o) 5| oO o : = . = o o EXISTING ROAD GRADE ° a +3 alg be) < hy “ BACK OF WALK ELEV 410.25 STA 0+23.51 <| << |<-] oA [° <| << |e —EDGE OF EXISTING PAVEMENT ELEV 410.13 no] bo wal «lt fx Kl fla iF STA 0+04.41 7 on] SB fo a pH alz 2) i —| 3) S| Sit =e az fe a} aj2 fe EDGE OF EXISTING R.O.W. (N.E. 8TH ST.) 7 28% a = 1.5% | = CB#4 TYPE Il i pt 5% Le RIM 412.0 CB43 TYPE IL’ 3 9 & RN 410.5 io CBg2 TYPE! | Pept TYPE | iS Lon uF : o RIM 409.58 ; 5p —S0005 : RIM 409.85 ° = ae or 5 Nl 42" opep |"[_64lF 12” CPEP S=0.007 | fe uF 12” CPEP_5=0.007 or / : 5 a VOL.=264 CFT N ES g S=0, : | LU Q [o) : LJ fi LJ = INV_ 406.19 fo) _ S INV 406.19 INV 407.02 (W) -_ CONCEPTUAL PLANS . E ij| VOL.=2,640 CFT : INV 406.52 (N,S) INV 406.85 ; E INV 406.24 (W) | ; NOT FOR CONSTRUCTION | 2 INV 405.74 (N,S) g 44'x12’x7’ WETVAULT Bo INV_406.10 (SW) 2 INV 405.60 (N,E) a5! Call Bio 1 - SB ly VERT. before you qt iS Be C8 ; obFt oO Oo "= 20’ Dig. @ Oa e) is) o) eo) ° fo) >) ° o) =) fo) o) ° HORZ. 5588 a a a 1-800-424-5555 Wi N A fat N (a¥} r = os ™ pa (oo) fo) ‘o) ‘o) oe) UNDERGROUND SERVICE (USA) aan | EXPIRES 05/26/01 Engineerin JOB NUMBER l YEZ=/e g ing DESIGNED _CAM/HPP FHA Planning UNION PARK SHORT PLAT 09/16/99 GRADING & STORM DRAINAGE 99516.00 DRAWN _CAM/HPP : ; a 1 _DWG NO. POSTOGRT.DWG SaTce GUMUi? FRCL ROOT 51700) HEP Penhallegon Associates Consulting Engineers, Inc. PLAN & PROFILE CHECKED = PDC REVISION DATE | BY | APP'D 750 SIXTH STREET SOUTH KIRKLAND, WA 98033 PH: (425) 827-2014 FAX: (425) 827-5043 sHeET CS OF 9 Su P-4 9-0 te ees _ NQ0‘25'17"W : 7 _ 7 _ . ~ ~ ~ - - 327.96’ RECORD LEGAL DESCRIPTION: THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WLLAMETTE MERIDIAN. | | 7 EXCEPT THE WEST 180 FEET. = o)| : UNION AVE N.E. © J LECEND I Dd WATER VALVE O HYDRANT WATER METER © @ = MANHOLES (SS/SD) O€ : oO cB ~O- POWER/UTILITY POLE e— GUY ANCHOR POWER TRANSFORMER POWER/TELEPHONE VAULT TELEPHONE/TV RISER GAS VALVE [4] LP] oO mo O—QY STREET LIGHT x co a: oan a a: .0 0 ° 0 8 1 00 0 8 1 SPOT ELEVATION SIGN MAILBOX M. ¥ O 0 , 0 7 . 8 8 N ROCKERY | | | : | 30’ 30’ GRAPHIC SCALE . | bes a SS CONIFER TREE 9 DECID. TREE “G - OS oe ‘ Xx é MN T NI V H S \ , \ wa a ca FND. 5/8”|REBAR & CAP AT PROP. COR. STAMPED TREE DRIPLINE "D.E.I. LS #28238” fe) FOUND CASED MONUMENT © FOUND SURFACE MONUMENT AS NOTED HEREON ( IN FEET ) SO N 3 4 GO O M a 10” Bock WALL ead 4 3 b 7 { t in i a s i a g a i i e s s a i — Ce Gi t VA S Y ‘L S Hi x g =| LP S TN , y ey i sy a a a mS as, 2 % “ff tee — : “ # ma a : oy, Fay Pd ee «= CENTER LINES PROPERTY LINES — mn meee ome ww — RIGHT—OF~—WAY LINES "77 DITCH LINES/ FLOW W—— WATER LINE SS—— ___ SANITARY SEWER LINE STORM DRAIN LINE GAS LINE UGP——— UNDERGROUND POWER LINES UGT——— __ UNDERGROUND TELEPHONE LINES CHAIN LINK FENCE WIRE FENCE WOOD FENCE at a ia ] ~ ae 7 se i d * WIRE FENCE my >! —— ‘J 6’ WOOD FENCE “p a p ee GG LO T YS a L N V I d ROTES: NUMBER OF PROPOSED LOTS: 6 ZONING: R8 SITE AREA: -47;807-Se@-Ft—{(t-too-acresy 40,91 (144 ace) MERIDIAN: N.A.D. 83/91 PER CITY OF RENTON CONTROL DATUM: N.A.V.D. 88 — USED CITY OF RENTON PUBLISHED ELEVATION FOR : W. 1/4 CORNER (ELEVATION = 411.28 FEET) 3 ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. ANY UNDERGROUND UTILITES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PENHALLEGON ASSOC., INC..DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ANY EASEMENTS OF RECORD ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY ON FEBRUARY 1, 1999. A 2" GEODIMETER 600 SERIES INSTRUMENT WAS UTILIZED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE CLOSURES WERE BETTER THAN 1:10,000. £ 03 0 . . 0 b “/ B y B S . L LB S os \prondeta 4B a OSA OTIT. ENS i = Gee) oe ss " ” & WOOD FENCE iF FND. 5/8” REBAR & CAP AT PROP. COR. STAMPED "D.E.1. LS #28238” M, . 7 0 , 0 Z . 8 8 N AW M I A I N G GS S O d 0 4 % d — - FNO. 5/8” F BAR de CAPS : AT iat OR\STAMPED. Sy "D.E.1. ae . ETSI a aN UTIL "EASEMENT €S LO T “~*~ 6’ WOOD FENCE a ae . me ae" CEDAR 7h GV O AL V A l d d IN I L S I X 4 REF. NO. 1: AVERAGE BUILDING 2000 — 3000 SQ. FT., WOOD FRAME, SINGLE FAMILY Y a at l o. | a ee ae ee sa Soran eS ire: © PROPOSED 26’ I FND. 5/8” REBAR & CAP as pIPELINGS® “ ONSITENNGRESS/EGRESS/ AT PROP. COR. STAMPED / ESWRE~<_REC / UTILITY EASEMENT "PACE LS #691", 98911140981 a ee eee - 7 ae = Ey Feet Ane T -- DECLARATION: | HEREBY DECLARE THAT THIS DRAWING REPRESENTS A SURVEY CONDUCTED BY : PENHALLEGON ASSOC. INC., UNDER MY SUPERVISION: AND THAT THE DIMENSIONS AND BEARINGS SHOWN HEREON CORRECTLY REFLECT THE INTENT OF THE LEGAL DESCRIPTION, AS PROVIDED TO US, OF THE SUBJECT PROPERTY. AND THAT THE SPOT ELEVATIONS AND TOPOGRAPHIC FEATURES SHOWN HEREON ARE AS FIELD IDENTIFIED AND LOCATED UNLESS OTHERWSE NOTED. LI W H d S V = & iA TI V M “L 3 M 00 M «8 | / xq (a vS LO T y L_ PROPOSED 10’ UTILITY EASEMENT go cen 6? \ J SI X 3 ON I L S I X S M3 S _ L S I X I S OFFSITE INGRESS/EGRES : = EASEMENT END OF PUBLIC_m ' y RIGHT OF WAY it | 8 pe GORDEN S. RECTOR — P.L.S. 11691 DATE: LN S W 3 S V 4 0. \ FND. 5/8” REBAR & CAP AT PROP. COR. STAMPED ye ' ” Cs YPACE LS 11691 / ee \ & —_ i | ba a d Le GO T g g Y o u d \ / | <t a 4 Ch 3: 4 6 : 5 7 pm JF S jt ~O l p - — is LI W H d S ¥ 36 Wa a > A... # ou PORTION OF: NWI /4, SW1/4, SECTION 10 , T. 23.N., R. 5 E., WM. gineeri "JUNE 10 1999 Engineering § , Planning j; 1” SITE PLAN Surveying | JOHN & LORRAINE INC. Swe oi UNION PARK SHORT PLAT | Penhallegon Associates Consulting Engineers, Inc. ap eK 116 167 &@ Bla f OWG FILE : \9516—site.dwg 750 SIXTH STREET SOUTH KIRKLAND, WA 98033 (425) 827-2014 PROJECT NO. 95 1 6 - s i t e . d w q 9- 1 6 - 9 9 99516.10 | Lo 4 | f DESIGNED A DRAWN SWG/JAC 09/16/99 | JFS REVISE NORTHERLY PORTION OF PRIVATE ROAD ~ REVISION ene 4. —-OF 6 Evyiliminw tea | PLAT CHK 7 Stl %“NE.GTH PL. 2 ° =o 100 200 ” | ( IN FEET ) ae : 3| - 30 — 29 1 SE 1S 9, 60 = aa Is GRAPHIC SCALE =r = ab e a ai d e 0 62 ; We 7 135.38 321 1780 B3 |} —W. {69 | 6103. | 2. ities wu oy > 47924 - —TI]- 40 TY p20] «a — 7.5.20 75. 30- + oF 3 17 Y) IB sy I9 20 | 2l : 1378 J wry. L£SMAT oN m ~ a ww | 3 & WA D 3U 2 a a gftsl + at 0.99 Ac] / 648 | a . M * | tnd 3 Se 22 | 8 v 3 6 FH 5 OM 4 DW FN 2H | Sr (7p) 0-40 Ac 7) EX wa ltes | as : pling i 87.67 ,|- 8) 135.3 326,68 L Pace “j .03}| 004] 13.29 ) ' 463.87 + Toate Poa SS = SS =a i p= eo — 2 er SN | oe bas 14,25 Ln ~ uP l6.T71 ay 716 gl NLE. a STH SG a, La | al 2Acj\e 39 8 " x atl | 3 “! AL (3 0.42 Ac.}= TT 003) XN n \ ~ 6 nN ; D mane | /97.51 © nes éa Lp C3) 104 35 uskd 3] Pe 476) pe” 7 Saeeecer | a | Se ¥/ H = | i L "| re Paar nw \ 4 3 W734 * 15 14 3 | 2] ul 10 , 26393 — @43 NW 316.38 _ (4) _ | 7a3!_| 70.85 | 6003 | aan aT LK 1273.52 | ne r 4 oO oO]! ul 3 2 UGH 1278.39 SS a = “ . a [o 2 - Ktwanis ne - Oi Ly 1278.85 S| , P qr K ‘ ° School District 403 3.23 Ac. 2 cn —_ (2) |3 ippa= 1277.32 1 fs School District 403 9.62 Ac. z oa Q STOO DIES T & 1 1Q (04 50.7 w N El G HBC TRACT lO? 12 Tou | 6154 300.21 UNION 670 , ot oO | CONDOMINIUM 3 7 6 UNITS ty a 0.39 Ac. 69) i ae n mari 135.5] ig.) 252 6, Kf YY a 1/ dss] 0.56 Ac. liSA c0 a pT G69 es) - wd | | 2 154.48 ~eAK te = 620.45 S ~~ -—-—- _ \9 ~ - 265.38 43 /4lis |}e\|v \s i. J, = Ww uy <= y 5?/ r~ Pp ? Le Nf ha 7 Ne 35.94 © 53% L C\ : ° : wn t}2 a re Sa A oAOG \ a al eee a 2 NE 6 = Vey ow rl ee O.61A wy g (0 2 - np) . . bl ae pS : Ze mn oO : C G Ne ais) t, 63.05 | Alé Bs wy 39S _ § n|? mM j 639 115.34 ISO 6 ; 93 : . ie 2 | 4 bn 0.32 Ac. x) 18 9 yr of 8.8 5 [24 \ 3 ,\aes seo 1s o (4h a! fs , FB 7 ip? 5, 39.94 B10 39.04\5 9° sig oX t (56) pet 0.4] “7 : Nap Bs] 6162 ALo i “e : — 41 109.35 158 AT |, 40.89) TR 101. J 7 ROAD | ESM Ac. 30 N E a ea Mr | eer 619.64 - 53.2 | 59°" ma set ee ~ ¢€166 eee Se ae pee AF ayp-94-O76 DEVELOPMENT PLANNING OF RENTON EYUIBIT Fa oO ™) PROPOSED IMPROVEMENTS TO EXISTING ROADWAY __N88'20'04"W 180.12° ~ CURB AND GUTTER 30 ’ 180’ NE . NO 0 ° 2 5 " 1 7 " W UN I O N AV E . 180° EXISTING PRIVATE ROAD N88°20'04"W 73.00 PP LIT YS $F PP f KP op fr Of ff ff ff Leg Book. EASEMENT 59 . 0 4 tT ea } : a OT S . N, \ he n yO , “a n e Ns , oa ae \, i | 32 8 . 0 7 68 . 8 9 " NO 0 ' 2 5 ' 1 7 " ° W (5 5 1 6 - s p . d w g 6- 1 0 ~ 9 9 12 : 1 3 : 3 1 pm em f FD. 5/8” REBAR & on JL STAMPED "D.E.1. LS 28238” TABLE OF COURSES 71.08’ PROP. 15’ Wide UNLITY io| EASEMENT Pee, of Ls 4 a Z 7 f of a LO a? a 4 oe Ye fa 10 0 . 0 7 " NO O " 2 5 ' 1 7 " W 74.85" e— 32 8 . 1 4 No 0 " 2 0 5 9 " W AN LOT 7 ms NS vo) mr a 00 aus oe ByEne 4 ie 00° WDE ROAD EASEMENT END-OF PUBL! . | NO. 3293573 & 2 EXIST. 30.00’ WIDE GAS EASEMENT PER REC. NO. 9002260368 (\ 5 _— ; Ae # & g | 18 ae Raz oRY BBG Pat LOT 4 Ss Aw oop Se ’ x ye waa eA yg’ o, Of es bec a, se ” aS A Qe’ iZ8 ‘ S : | % i ES LOT 5 r~ | GS 1 ~& ee { | | ; of e a orreneneeee E ae l Fas = oe coal [2g | $e & yy i | va iLOT 8 7 ss ! es Pe | eo) Sy Loh x 2 AY ae Sema oe 20.00" WIDE SAN. SEWER| AND WATER LINE EASEMENT TO THE CITY OF RENTON PER REC. NO. 9708201421. | - 5/8” REBAR & op STAMPED "D.E.1. LS 28238” LOT 53 (-——ted? 86°27" @) A=37 39/28” @-—— A =87 56°59” (4) A=92 03’01” A=37 39°28” (6) A=37 39'27” R=73.00’ R=47 .00' R=25.00’ R=25.00' R=73.00’ R=47.00’ L=47.98° L=30.89’ L=38 .38’ L=40.16° L=47.98’ L=30.89’ LOT 54 / LOT 55 ORCHARDS/ = = DIV, #4 / / FOUND 2” BRASS DISK IN CONC, MON. IN CASE. C.0.R. $1848 8/15/96 & 1/28/99 L.ULA. L.N.D. © DENOTES SET 5/8” REBAR W/YELLOW PLASTIC CAP STAMPED "PACE LS 11691". DENOTES FOUND 5/8” REBAR W/CAP STAMPED "PACE LS 11691”, UNLESS OTHERWISE NOTED. — 6 /4 W-23N-5E NOT TO SCALE $88°20'04” 3 oe co 2611.33' = ,, 84 1305.66" Ss ie o> C.O.R. $1849 8 NOT TIED THIS SURVEY S Y S SIS a Ye, Xo Vr 15 ey rey . ~ oO wr) oO _ $8811'41"E ia N agate w T - 881144" W 1299.99 1299.99" = row Frey [9] S ho _ 4 Ne a (Va) ” a ba BS fo) pans nar gy! 13 He 2 mr 910 1292.87’ rae 2.87 1292.87" 16015 N88'°03'14"wW 1292.87 = \ one STEEL PIN FOUND 3” BRASS / IN CONC. MON. IN SURFACE MON. CASE. C.0.R. #1503 8/15/96 8/15/96 NOTE: THE ABOVE SUBDIVISION COMPARES VERY FAVORABLY WITH THE K.C.A.S. SUBDIVISION OF 1940(+). ALL DISTANCES SHOWN ARE GRID DISTANCES. THE COMBINED SCALE FACTOR |S 1.00000 IN THIS AREA. PROPOSED NUMBER OF LOTS: 6 ZONING: R8 SITE AREA: 47;907-S@-FR—(.100-AcRES). 47,5\l (.99 ACRES) MERIDIAN: N.A.D. 83/91 PER CITY OF RENTON CONTROL. TOPOGRAPHIC FEATURES SHOWN OF THIS SURVEY DRAWING ACCURATELY PRESENTS EXISTING CONDITIONS AT THE TIME OF THIS SURVEY. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN DURING FEB. 1999 UNLESS OTHERWISE INDICATED. THE PRIMARY MEASUREMENT EQUIPMENT UTILIZED IN THE PERFORMANCE OF THIS SURVEY IS A 2” GEODIMETER 440 SERIES TOTAL STATION. ALL PRIMARY MEASUREMENT EQUIPMENT UTILIZED HAS BEEN COMPARED TO AND ADJUSTED AGAINST A NATIONAL GEODETIC SURVEY CALIBRATED BASELINE WITHIN THE PREVIOUS 12 MONTHS AND A PRIVATE BASELINE ON A MONTHLY BASIS. THE RELATIVE LOCATION OF ALL SURVEY MONUMENTS AND MARKERS SHOWN ON THIS MAP ARE BASED ON A CLOS OP FIELD TRAVERSE. THE LINEAR ERROR OF CLOSURE, AFTER ADuJ T OF ANGLES, IS EQUAL TO OR BETTER THAN 1 PART IN Www. . THE METHOD OF ADJUSTMENT USED WAS COMPASS RULE ADJUSTMENT. GRAPHIC SCALE 30 0 15 30 60 / ee ( IN FEET ) | y=rR Engineerin » € YO! t ZHELE Planning UNION PARK. Surveying Penhallegon Associates Consulting Engineers, Inc. 750 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 98033 (206) 827-2014 SHORT SUBDIVIGION. - PORTION OF: N.W. 1/4, S.W. 174, SEC. 10. TWP. 23N.. R. SE. W.M. PLAT CHECKED | REVISIONS« DRAWN BY: | SCALE FELD BOOK | FELD CREW |DWG FILE: JOB NO. JAC/eMF | 1” = 30' | 116/187 | DAB/DUB DATE: | 05/13/99 | MEET NO. 2 OF 2 4up-49-O76 DEDICATION RECORD LEGAL DESCRIPTION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED, OWNERS IN FEE SIMPLE OF THE LAND HEREBY PLATTED, HEREBY DECLARE THIS SHORT THE WEST HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE PLAT TO BE THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 PLAT IS MADE WITH THE FREE CONSENT OF AND IN ACCORDANCE WITH THE NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; DESIRE OF THE OWNERS. EXCEPT THE WEST 180 FEET AND EXCEPT THE NORTH 30 FEET. JOHN PETERSEN DATE LORRAINE PETERSEN DATE ACKNOLLEDG ENT DECLARATION OF COVENANT THE OWNER OF THE LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY FURTHER SUBDIVISION THEREOF. THIS COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. STATE OF WASHINGTON ) )ss COUNTY OF KING y ON THIS _______ DAY OF , 1999, BEFORE ME THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY APPEARED JOHN AND LORRAINE PETERSEN, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT IT AQUFE?. PROTECTION NOTICE WAS SIGNED AS A FREE AND VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. IN WITNESS WHEREOF | HAVE HEREUNTO SET MY HAND AND OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON’S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER SIGNATURE OF NOTARY THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITIES DRINKING WATER. PRINT OR STAMP NAME OF NOTARY NOTARY PUBLIC FOR THE STATE OF WASHINGTON, RESIDING AT MY APPOINTMENT EXPIRES: LULA. L.N.D. EASE ENT PROVIGONS THE OWNERS OF THE LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, PUGET SOUND ENERGY CO., U.S. WEST TELEPHONE CO., AND T.C.l. CABLE CO., THERE SUCCESSORS AND ASSIGNS, (THE GRANTEES) A PERPETUAL EASEMENT FOR UTILITIES INCLUDING STORM DRAINAGE, POWER, CABLE T.V. TELECOMMUNICATIONS, NATURAL GAS AND OTHER SUCH UTILITIES AS MAY BE DEVELOPED, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS THERETO ACROSS ADJACENT LANDS OF THE GRANTOR FOR THESE PURPOSES. THE EASEMENT AREAS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING UPON THE SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNERS OF LAND HEREBY SUBDIVIDED. THE CITY OF RENTON, PUGET SOUND ENERGY CO., U.S. WEST TELEPHONE CO., AND T.C.I. CABLE CO., THERE SUCCESSORS AND ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW, AT SUCH TIME AS MAY BE NECESSARY, TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES OR MAKING ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR TO WHAT THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE GRANTEE. THE GRANTOR SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES. HOWEVER, THE GRANTOR SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE GRANTOR SHALL NOT PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH SAID UTILITIES. ALSO THE GRANTOR SHALL NOT DEVELOP OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY TO CAUSE EXCESSIVE COST TO THE GRANTEE PURSUANT TO ITS RESTORATION DUTIES HEREIN. THE EASEMENT AREAS HEREBY GRANTED ARE DELINEATED ON SHEET 2 AND/OR DEPICTED AS FOLLOWS: 1.) THE EXTERIOR 10.00 FEET OF ALL LOTS AND TRACTS, PARALLEL WTH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHTS OF WAY AND TRACTS (BOTH PUBLIC & PRIVATE) AS WELL AS AN EASEMENT WITHIN ALL PRIVATE ROADS, TRACTS AND DRIVES. 2.) AN EASEMENT 2.50 FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL INTERIOR LOT LINES. 3.) AN EASEMENT 5.00 FEET IN WIDTH, PARALLEL WITH AND ADJACENT TO ALL REAR LOT LINES. APPROVALS EXAMINED AND APPROVED THIS DAY OF » 1997 CITY OF RENTON ADMINISTRATOR OF PLANNING / BUILDING / PUBLIC WORKS DEPT. EXAMINED AND APPROVED THIS DAY OF » 1997 DEPUTY COUNTY ASSESSOR KING COUNTY ASSESSOR Gq a ® a Qa © 8 uy Ov ao & | oO Oo = Bo a ih wo B Oo = Engineerin GURVETORS CERTIFICATE RECORDER'S — AUDITOR'S CERTFICATE Viesniege UNION FARK... THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY a8 Surveying — j 0 ME OR UNDER MY DIRECTION IN CONFORMANCE WITH . ; . f KI I~, THE REQUIREMENTS OF THE SURVEY RECORDING ACT FILED FOR THIS DAY OF ,19__ Penhallegon Associates Consulting Engineers, Inc. GHOR-T SUBDIVISION? =) --. AT THE REQUEST OF JOHN AND LORRAINE INC. AT M IN BOOK OF AT PACE Bons fh — —_—_ VV 750 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 93033 (206) 827-2014 |PLAT CHECKED | REVISIONS: DRAWN BY: SCALEs FIELD BOOK FIELD CREW ee Hp . JOB NO. SUPT. OF RECORDS—AUDITOR MGR. — DEPUTY AUDITOR JAC /EMF 1°=30’ 116/167 DAB/DJB |DATEs LS en & Paes CERTIFICATE NUMBER 11691 09/16/99 REVISED RECORD LEGAL DESCRIPTION JFS - / 05/13/99 | SHEET NO. SHP-99-O7 & Se LEGEND R FIRE HYDRANT SEE DETAIL SHEET C8 —— HEL DGE 3/4” DOMESTIC WATER METER SEE DETAIL SHEET C8 @ SANITARY SEWER MANHOLE 20 ) 10 20 40 SEE DETAIL SHEET C9 . SANITARY SEWER CLEANOUT SN S S M S H K A S SS S ) Ry NO I L V O O T SI H L OL GS A O W N | REMOVE: ( IN FEET ) SEE DETAIL SHEET C9 1 inch = 20 feet - rs PROPOSED UTILITY EASEMENT EXISTING 30’ STRIP ALONG LLLL EDGE OF PROPERTY ~ FOR PROPOSED Lor 4 FT ‘ MPROVEMENTS TO : sia les ISTING ROADWAY ; | PROPOSED 15° | 5 | UTILITY, Y EASEMENT __ ye: —_ Soler v€0) TAN fg CONNECT TO EXISTING 6” Cl WITH: RO SED 1s: J P\t PON ofooce 1-6"x6” TAPPING TEE t Ly UTuITY - sig” cafes — ges / | y 1-6” TAPPING GATE VALVE (FLxMJ) INSTALL: _ sTaly | rt. ~ PV zg 1-6” SPOOL (LENGTH TO FIT ) = 90° BEND-TMo— a oa o -3f8 ~ A 5 lial? 1—8"x6" REDUCER (FLxMJ ie a ee 1- FIRE HYDRANTWA BLY vor 2°, A \o9” DEC AN im ai df * ( * ) 4 | 1 — THRUST BLOC aE pooped * (5.126 SQ FES la A jo [FS 7-5" WATER |[ INGRESS/EGRESS 83 LF 6” alee! Py og NF | LOT 10" CED EASEMENT PE jo” ; ; i 492 2 ke FT Pisin val ONSI _ ASEMENT IT S=0. 020 “” fasta. 1-12"x8” REDUCING TEE (FLxMu) 1-MJ PLUG 2—THRUST BLOCKS : Lie oe og RN - . . NVATSTHT AR ST Ore \ ines Senin aiiionennains =r Ncoaatenenenenenenenenes a, 18 LF<B"PVC | ge i: INSTALL: MH#2 TYPE II ss =0:006 ,4 emu OL it 1—12"x8" REDUCING TEE, (FLxMJ) ff ¥ a. INSTALL: a Pee! i 1-8” GATE VALVE, FLXMJ | RIM 410.55£ = (|< _ReMove: . | \ ALY ao 1—8°x6"-REDUCING TEE, MJxFL_ * 1—THRUST BLOCK : (MATCH TO EXISTING GRADE) — i 1-8” PLUG, MJ 1-6” GATE VALVE, FLxMJ i FEW biog a 7 ine See. i Ny : |Z AL | SONREET TO ExSTIG \—THRUSTBLOCK Ue AS " if | | INV 398.41 (E) fe, *| ! : — PROPOSED # UTILITY EASEMENT Leen Enea PROPOSED 26’ co 74 LF 12” DI i. Cosnun er PIPE, We a or 157 LE 8” pyc’ ZMH#I TYPE 4 INGRESS/EGRESS __| al Alii! a Su0,.010 7 RIM] 409.76 RELOCATE: OFFSITE EASEMENT = thf | | : ; (ig | - ; } . - INV 400. 08 (w. S) : : ; HANG | | ihe mers Ip EXISTING WATER METERS Pk on fie NO | i REMOVE: yop | \ | Sy ES $ | ‘ Hl 1 — SEWER CAP I | | | CONNECT TO EXISTING “yl 8” PIPE a Fe i 12" = STANDPIPE WITH VALVE : | 2) 49" VERTICAL’ CROSS WITH 12” PLUG E = | bf FO 2-12” BLIND FLANGES el af | CONNECT TO’ EXISTING 12”x 6” TEE, MuxFL Se ee \ ey e s ’ , no c : Speeeeeeeeeeeeees ‘ nae | i-- eer ‘eres Dl iweetene : | Bie o pes PnENENT Ps Vitaas ewae Lime e ewes! riser eeeeenree |e re ee ere 0 ce a he ee ied hee be smtanee § Pee Do ee beds bame oa Pe foc fe STA 0403.8 ree Ce pc oami 2 ane jae fens ee |S eeoeae cas ayy geeeearel Reeeatcea serreerr Sliiiiiiiibsiiiiin: SIPLLLLiiibiiiiiiiicdtiiiiriitbiiiiiininffscicci: | /-8, 05 28 RoaD EASEMENT (Ne: BTH ST er iiae: Pytpiitic opiigetigs pfzet sree: | re So. : DT . : rc ee re RE ESET ER Pe 4 Zz f STA: 0+00 - ee eee et ek mk we ee nw ee pm we Co a i Ce - 7; COVER AND. 1” MIN? /. CLR. W STORM DRAIN ‘AT GROSSING: greet eee TPLACE- HYDRANT TEE AT HIGH - 1 ek poses. peertne ee ree reeeeeeee 22. POINT. SLOPE LINE UP. FROM « ‘8* bes -3° WATER CROSSES -ooreen Senne poise ag TEE TO HYDRANT. 12 eee STORM DRAIN, OFFSET 0200 Biss: teh aa PL O T VI E W : ” PG 2 : 3 — : ~~ ~ ~— FP JOB NUMBER | | | | | Lae Plannin, : | 99516.00 J DESIGNED _CAM/HPP HPP . . . ” surveying UNION PARK SHORT PLAT MATER & SANITARY SEWER ont I OWG NO. Po5teGRT.OWG J ORAWN _CAM/HPP J Penhallegon Associates Consulting Engineers, Inc. ]} | PLAN & PROFILE A CHECKED DUC are 4 +760 SIXTH STREET SOUTH KIRKLAND, WA 98033 PH: (425) 827-2014 FAX: (425) 827-5043 ae _ SHEET 4 ; OF PA C E : \9 9 5 1 6 \ C A D \ E N G I N E E R I N G \ P 9 5 1 6 W S 1 . D W G 09 / 1 6 / 9 9 /H P P - | XR E F S : 9 5 1 6 — S R V , X9 5 1 6 M I S C , X9 5 1 6 S D 1 24 9-99- DIL , EXISTING GRADE TO BE 45 LF ROCKERY ° ‘eT LOWERED APROX. 2’ TO 3’ | em WITH PERMISSION OF ADJACENT | | ben _--PROPERTY OWNER. | PROPERTY LINE re) | GRAPHIC SCALE “i 90 3 (2 40 BUILDING, SETBACK | S, é is 76) —— yay | | IN FEET Press TAO AAA ade YY = | ‘2 1 . h = - t J a Ls WIDE PCC | inch = ee SIDEWALK SO C N SEE DETAIL | SHEET C6 a] 10 ) = | | me ff RIM & INVERT ~~ | y | ELEVATIONS “TO |= BE DETERMINED DURING CONSTRUCTION i | rH pce CURB 7 SS) AND GUTTER | | SEE DETAIL q SHEET*C6 = ; | ) NO L L V O O 1 SI H L OL GS A O W LI V H d S V aa oS \ a e 3S N O H 0S Z9 8 ' t ‘LOT6 | | 7,105 SQ FT : | i | | WA F I - id So ee SE po m i if ( _ PROPOSED _ DRIVEWAY _ SEE DETAIL _ SHEET C6 | | ré ISTING 30° STRIP / H | f Va u V LN I d L O O 4 ~— 13 / So u k +s xX a, apo EDGE OF PROPERTY |, FOR PROPOSED | IMPROVEMENTS TO © PF ges poppe sei . \ \P # 27” DEG. ¢ ah Oo - aoa ~ 7 GARAGE “AND ate | / O / / es aN EXISTING ROADWAY @ [PROPOSED || DRIVEWAY | | SEE DETAIL | | SHEET C6 PROPOSED 15°, UTILITY EASEMENT se Be2 a 1 - RM 40958-0] | aN INV 407.02 | | ' 2477.73 (INV 408. 52° te =) 6” PVC t “Sr iA A eS ears ! | TAY | 7 ) Pepe NSD S/S et Ge DRIVEWAY | —1 Fy TA PRIM 2412.0 ! | | Keene ret at ApS ES Eerste Sy A eK fOx09 | SEE DETAIL “i A# (MATCH TO EXISTING GRADE) ji A INV 406.10 (SW) | INV 405.60 (N ,E) _ \. i ‘et cotnecr TO EXISTING 12”CPEP > ~ i $405.5, FIELD VERIFY ELEVATION” | —™ “s FND. 5/8” REBAR & CAP > is Oe TO STORM DRAINAGE SYSTEM: 3 > | a ; ROP, STAMPED CONSTRUCTION ve {fot Ii cays TRE a \4 RIM +410.5 \ (MATCH TO als ’ GRADE) INV 406.24 (W) . a pa are Beas INV 405.74 (N,S) 438 LF 12"CPEP/ i WOOD | - , ba (asters S=0.005 ANG z 7 | moe! ASI _$=0.005 PROPOSED 40’ UTILITY EASEMENT / EXTRUDED CURB PROPOSED 26 | Si | \ p= SHEET 08 cay! ee TRIM 409.35 hook [INV 406.85 b | | i | Hi NEXISTING | | | vias 00 pL “EE Asoice - le INGRESS/EGRESS | 409.84 Ng | a f ao "4 OFFSITE EASEMENT eT, Po a le < ; EDGE. OF Eustis PAVEMENT ELEV AIOAS 1 ¢ ete: Saaneeae se , ae -STA- 0+0 CIC © 3 a EE BS Se Cee SOU See cc a a « | : : : : cet TYPE PERE C EGG pesca sy ssn Qs cme grees bans came csQsiamegima | ranai tat: — ee ee om ee Be em ek ee 2 oe ee we ee me i swe eos FM FO BR ee ee es : a : 2 8868 € 8 we F : SS pete tm. ke ne Sli ae em ae d "P L O T " 1 teem e sme fmm bamoee spe mbs ewe enema aw es me eke tame eee otrstrr bss Pe : : eerie : : : | _ ams XR E F S : 95 1 6 — S R V , X9 5 1 6 M I S C PL O T VI E W : 06 TeBIEE l Je PP A C E : \9 9 5 1 6 \ C A D \ E N G I N E E R I N G \ P 9 5 1 6 G R 1 . D W G 09 / 1 6 / 9 9 /H P P 99516.00 H DWC NO. P9516CRI.DWG 3 Planning GRADING & STORM DRAINAGE PLAN & PROFILE | DESIGNED CAM/HPP fj Surveying | Dera CAM /HPP | Penhallegon Associates Consulting Engineers, Inc. CHECKED — _DJC 750 SIXTH STREET SOUTH KIRKLAND, WA 98033 PH: (425) 827-2014 FAX: (425) 827-5043 UNION PARK SHORT PLAT : ene = | SYM a REVISION DATE | BY | APPD ff 4p -99- OF GC PP A C E : P Q 5 i 6 E R 1 . D W G 08 / 1 6 / 9 9 / H P P F pesioNeDCAM /HPPF H prawn. CAM /HPP§ oo EC | : — | REVISION GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 feet \ \ \ + Ss ty 1 Os { ~ { 2 i i / f Pd ‘ S, cA er a Boe ae ~ y ‘e Se, | XR E F S : 95 1 6 — S R V , X9 5 1 6 M I S C "P L O T ” 1= PC 2 : HP G L 2 — 9 8 b . p c 2 PL O T VI E W : fay | ONE BY APP'D Fi WO = DETAIL SHE ET rs 1 ; "SUT FENCE INSERT /SEE“DETAIE™ rain: fitces f= Se ae — PUMP | = \ lk ~ ' © SHEET C5 } : | rm , @ © PROPOSED 26 ‘QI _ FOR CB#2 SUMP INGRESS/EGRESS_ Nol | i | 3 O 5 | _ pote ! | +4 ee { { | L- | AT a | | We | fe MOP batt aot oy OY Np tt | + r a --7 j { “” a j 1) \ | ‘ gat? ogc wn 7 foc ie , 7) i — ee | i } 4 — x | /' cio i by a Li NN Bet es “ | wey SN ASA | oN — \ ; +" "PROPOSED ROCKERY lat & fh | | N ” 1A i ft vi i — / a ee ‘ / fo A . | +7 - r js A foto | | “> = a ax gests ee > cin vl He aa ene: = sash een ae ae wena ———~asend) l P md é ae Lyx x . ye pS a = xX KK KK il '3Q | | — — TO arate i tod | = | \ t u i | — fe pot LI ae | | i ' i i - | | INSTALL 634°LF _Hie PBBATSSOT7 7 PA | | 3 SILT FENCE e ROOROREEDE CERI AD | | A SEE~DETAIL / = | g| SHEET C5 ane e . o oO a =| /LOT6 Zz 4 | 7,105 SQ FT | 0 | j _ ei 5 | ; : | > i =a ; | 7 EXISTING 50° STRIP ALONG SEQ TREES TO BE REMOVED Cie LZ EDGE OF PROPERTY FOR PROPOSED | 3 fom IMPROVEMENTS TO [je _o\==(. TREES TO REMAIN : EXISTING ROADWAY @ YN ~~ PROPOSED 15° INGRESS/ { < EGRESS AND UTILITY =~ | EASENENT m= eowey: hits | gAND UTILITY EASEMENT \ : | 7,492 SQ FT - | | 10” CEDAR x, \ ts | YRIN ; | 1 i — 4—-—~ \ Y JP Sto INY Ww. | i ~ >< [ , a > a INV es SONN S) | | | PAR | Lo TS in TRASH PUMP LINE a | | “| L aw feTO-EXISTING-CB | . h ’ | - | \ 16" DEC. | Le HE 8” DIR — \ ae in ip oN 00 eg eg ee ee Sita Bi yh | pesad iti mery ot oT ! Yo ATE pO | 1 — ponnnnn-=- 22. + | | I i wi if i i 1 Lo eres / 5 1 | 7 | lan ACE L WIGS OSI stan a ED. Wi y INSTALL 182 LF INSTALL CATCH BASINS x {a SROS829 CONSTRUCTION [ENTRANCE PERMIT SET NOT FOR CONSTRUCTION eon - = = OFFSITE EASEMENT — Ae a - po INSTALL 97 LF sO TS |. SILT FENCE Ss ff we ft | SEE DETAIL 2 1S ao at 1 i SHEET C5 | L I Ho — 24 | ‘A le ; i ime me — INSTALL CATCH BASIN ie T 3/8 | - EF | AT DISCHARGE POINT FOR R =a NOTE: Ste | TEMPORARY SUMP | is HYDROSEED, MULCH, OR COVER WITH PLASTIC ee | | bo SHEETING ALL DISTURBED AREAS LEFT EXPOSED ~ i = © wit | Oo MORE THAN 7 DAYS oe 1 | o | | | _— | B S| i = September 16, 1999 Call before you Dig. 1-800-424-5555 UNDERGROUND SERVICE (USA) 9/16/99 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN iE ee | “surveying | UNION PARK SHORT PLAT Penhallegon Associates Consulting Engineers, Inc. 750 SIXTH STREET SOUTH KIRKLAND, WA 98033 PH: (425) 827-2014 FAX: (425) 827-5043 | EXPIRES 06 708/00 rm Ta semereneeraacmmameneea 99516.00 DWG NO. _ P9S16ER1.DWG SHEET a OF 4 3yp-43_ -O 4 CL 7 _NOQ0°2517"W 327.96 OF { UNION AVE N.E. Of GRAPHIC SCALE 20 {¢) 10 20 40 2 OR FN 00 ° 0 8 D. 5/8”|REBAR & CAP 00 ' ° O 8 t CL 'O 8 L M, 7 0 , 0 2 . 8 8 N 30’ CURB AND -) ° RECORD LEGAL DESCRIPTION: THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. EXCEPT THE NORTH 30 FEET AND THE WEST 180 FEET. WATER VALVE xX ~<- HYDRANT [1 WATER METER MANHOLES (SS/SD) C CB ~O- = POWER /UTILITY POLE GUY ANCHOR POWER TRANSFORMER POWER /TELEPHONE VAULT TELEPHONE /TV RISER GAS VALVE STREET LIGHT SPOT ELEVATION SIGN MAILBOX CONIFER TREE DECID. TREE TREE DRIPLINE AT PROP. "D.EI. LS SO N S IN T NI V H O >. 1282.38" FOUND CASED MONUMENT i NL AS NOTED HEREON ( IN FEET ) COR. STAMPED [P ] oO x mi ie i | CIO ~ROCKERY ® ® SO N 3 4 _ GO O M | ~ 10” BLOCK WALL — = FOUND SURFACE MONUMENT CENTER LINES PROPERTY LINES RIGHT—OF—WAY LINES DITCH LINES/ FLOW WATER LINE SANITARY SEWER LINE STORM DRAIN LINE GAS LINE / UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINES CHAIN LINK FENCE WIRE FENCE p WOOD FENCE 6 WOQD FENCE . AS ___ $00°25 ATE "HEDGE 132807. Seen a a 25 9h : ke va < : . 15” no = [sy Se Dele aon a 3’ WIRE_FENCE x xX Xx 190°--* 6’ WOOD FENCE EXISTING. PRIVATE ROAD i cS LO T 33° ORR / 30" D.FIR SEE REF. NO. 1 LI W H d S ¥ 40 39 0 3 M, , ¥ 0 , 0 Z . 8 2 N im AS N O H a “ PROPOSED IMPROVEMEN TO EXISTING ROADWAY * bec. L: ON U S I X E 03 0 . 4 0 »3 , 8 5 , 1 . 8 8 S Uv v fa T3 A 3 1 - L N d S NOTES: f MERIDIAN: N.A.D. 83/91 PER CITY OF RENTON CONTROL : DATUM: N.A.V.D. 88 — USED CITY OF RENTON PUBLISHED ELEVATION FOR W. 1/4 CORNER (ELEVATION = 411.28 FEET) SITE AREA: 44,907-SQ-FI—{4+-480-AEGRES}: 4H, 5lle SF (:44 ACRE) ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THIS TOPOGRAPHIC SURVEY DRAWNG ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PENHALLEGON ASSOC., INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ANY EASEMENTS OF RECORD ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY ON FEBRUARY 1, 1999. A 2” GEODIMETER 600 SERIES INSTRUMENT WAS UTILIZED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE CLOSURES WERE BETTER THAN 1:10,000. 23” D:FIR | TT WOODEN 7 FND. 5/8” REBAR & CAP v¢ AT PROP. COR. STAMPED "D.E.A LS #28238” 100’ Pa l AY M S A I S O ve o a m e | F FND. Ge. don 5 & CAP 2 fe ) ek e | AT PROP. GOR. STAMPED "D.E.| 8238” = eS LO T SEE REF. NO. 1 SEE-REF.NO.4 5 por vec. ff 22” CEDAR NI a Ie ) N3 4 GO O M 20”.DEC. =. 10” CEDAR 6’ WOOD FENCE 22) < is —— Q ep AVERAGE BUILDING 2000 — 3000 SQ. FT., WOOD FRAME, SINGLE FAMILY 24” CEDAR REF. NO. 1: o | | | ve Lo rn 100’ 2; x +—X : 3’ WIRE FENCE. - -| 3 | | DECLARATION: | HEREBY DECLARE THAT THIS DRAWING REPRESENTS A SURVEY CONDUCTED BY PENHALLEGON ASSOC. INC., UNDER MY SUPERVISION: AND THAT THE DIMENSIONS AND BEARINGS SHOWN HEREON CORRECTLY REFLECT THE INTENT OF THE LEGAL DESCRIPTION, AS PROVIDED TO US, OF THE SUBJECT PROPERTY. AND THAT THE SPOT ELEVATIONS AND TOPOGRAPHIC FEATURES SHOWN HEREON ARE AS FIELD IDENTIFIED AND LOCATED UNLESS OTHERWISE NOTED. FND. 5/8” REBAR & CAP AT PROP. COR. STAMPED "PACE LS #69 | PROPOSED 10’ | Sine eee, a = LI W H d S V * « “GAS PIPELINE ESM'T=_ REC. 48911140981 TI V M ‘L 3 Y GO O M .g D OF PUBLIC RIGHT OF WAY VS LO T | | | | | ! { I mm L I UTILITY EASEMENT | PROPOSED 26’ OFFSITE INGRESS /EGRESS we EASEMENT | am DATE: LN S W 3 S V 3 IN I L S I X S 0. oy FND. 5/8” REBAR & CAP AT PROP. COR. STAMPED eee LS 11691” GORDON S. RECTOR — P.L.S. 11691 5 go v a a fr LI W H A S Y JO 35 q SS G LO T . BOF T. 25.N., R. 5 E., WM. t ! | | ! | | { i ! | | | | | i | ! | | t | | i t l ? NW1/4, SW1/4, SECTION 10 , PORTION OF: PROJECT NO. 95 1 6 - s r v . d w q 9- 1 6 - 9 9 5: 0 5 : 5 3 pm JF S g DATE FEB. 3, 1999) | SCALE ” | 99516.10 UNION PARK SHORT PLAT : a ~ SHe- 44. oT za Engineering Planning Surveying f Engineers, Inc.|] (425) 827-2014 | JOHN & LORRAINE INC. i SURVEY TEAM SWG/DAB A FIELD BOOK 116, 167 & ELEC. § B DWC FILE : \9516-SRV.dwg § f DESIGNED _ #Penhallegon Associates Consulting KIRKLAND, WA 98033 SWG /JAC f DRAWN PRIVATE ROAD SOUTH MOVED EAST & CHANGE NORTHERLY RADIUS. 09/16/99 REVISION DATE 750 SIXTH STREET SOUTH # PLAT CHK _ NQ0°25'17"W 7 . _ _ - ~ ~ ~ 7 327.96’ RECORD LECAL DESCRIPTION: THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5S EAST, WILLAMETTE MERIDIAN. EXCEPT THE WEST 180 FEET. OF | O€ a PROJECT NO. Ds WATER: VALVE -O- HYDRANT Fis WATER METER © ©@ MANHOLES (SS/SD) oO cB Po =O POWER /UTILITY POLE ! o i GUY ANCHOR &@ 3 [A] | POWER TRANSFORMER | 2 = [P][1] PoweR/TELEPHONE VAULT : — | Co O TELEPHONE/TV RISER Sis m GAS VALVE | | wes OX STREET LIGHT Ni x > SPOT ELEVATION ; 3 3 SIGN 3 O = 3 O ’ = ~~ MAILBOX COI =ROCKERY mh ‘bre pilaoaa Ye CONIFER TREE = . bi F S FND. 5/8"|REBAR & CAP 72 . Vita - : C) vec. TREE a AT PROP. COR. STAMPED : ¥ ae ( IN FEET ) m "DEI LS #28238" ratenee _ TREE DRIPLINE O}- — i “sen off! 5 a \ PS | a ot * oN @ FOUND CASED MONUMENT va \ she i % Sy Neen te bo oN @ FOUND SURFACE MONUMENT O se co Oy: Ba AS NOTED HEREON \ OI en LET > | Yo : — : > ——- ———_ CENTER LINES ' WOOD FENCE. Soest en a ee aan | PROPERTY LINES . . ” AG aan “395,5.FIR bl ———— —- RIGHT-OF-WAY LINES _# 100--0" a F omen BT TCH LINES/ FLOW SAN - W—— WATER LINE = 7 sO | SS——— SANITARY SEWER LINE O ' SD STORM DRAIN LINE z ¢ GAS LINE — = m UGP——— UNDERGROUND POWER LINES 4 5 SRI 3 UGT——— UNDERGROUND TELEPHONE LINES i on STING Sh | m ° CHAIN LINK FENCE ' ye) LEVEY SO | fe} x WIRE FENCE _|o_ se NAN o WOOD FENCE , yA i ‘ { a Of 4 = 2 : een SSRAHAQ het a ee 6 woow FENCE SX SSPRORDSED IES ~~ als aA. NES Ge. z 3 | — oF PROPOSED LOTS: 6 : » OSAKA OA MUTI KX BASEMENTS A me 4 eb aN ‘Ox U : i FND. 5/8” REBAR & ns : ; oH Paiets xe g | SITE AREA: 47;907-SQ-FT-—{(r-t00-AERESY 42, GIlp ot (.44 ACRE) ee pase , 100 Seek’ ee : ise IO OG MERIDIAN: N.A.D. 83/91 PER CITY OF RENTON CONTROL H Ao a $s] 2 oT = DATUM: N.A.V.0. 88 — USED CITY OF RENTON PUBLISHED ELEVATION FOR : ms 7 i : 2 aA 2 , W. 1/4 CORNER (ELEVATION = 411.28 FEET) ; ON a ; az: : - Og i. . 4c : = ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. — | O | @F ye i . = THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE i ra | O'} -FND. 5/8” REBARSSA CAP & bss nd | FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. ANY UNDERGROUND af | aT PROP. GORNSTAMPED: Y UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY on ca | DEN Ls dgo38" \ S ; _ OTHERS AND PENHALLEGON ASSOC., INC..DOES NOT ACCEPT RESPONSIBILITY oy z ae Sa 1 ‘J m | OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. S : J PRORDSED MS\ : Al G@ oe THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT i. (SOUTIELTY EASEMENTY a : 3 AND THEREFORE DOES NOT PURPORT TO SHOW ANY EASEMENTS OF RECORD , “2 BOO CQ ° ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE nk j 9 a 3 = OF THIS SURVEY ON FEBRUARY 1, 1999. ae : =‘ > . < | A 2” GEODIMETER 600 SERIES INSTRUMENT WAS UTILIZED TO PERFORM “<a _ 6 _WQOD FEN : 7 ANGULAR AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE Sen oe a —_— i Sp 7 CLOSURES WERE BETTER THAN 1:10,000. Nae Sf we J PN 6 SE Ogg | 0 lon REF. NO. 1: AVERAGE BUILDING 2000 — 3000 SQ. FT., WOOD FRAME, “v\ 2 +7 ooh ne ca : SINGLE FAMILY a Oh my ees ASPRALT DRIVEWAY A fs Nous St : oe eta ee TE, RE te SS WA ae pq | “~ xl oa SS ee a eee Blown aes EARN Ci A PA ve ee a “PL r m x x: z as a, Meramec 9 ey x x xX x Kanteen es GEE Hla nga gape Crus ‘ a = ices were arsarerun OT ot a ee ef < % = 5 | nena ---tyenn ee x eietsteta\ tateteteteteten ahewenan senna: talent See an DECLARATION: — r | ; 4 © PROPOSED 26’ FND. 5/8” REBAR & CAP Gas PIPELINES > = | HEREBY DECLARE THAT THIS DRAWING REPRESENTS A SURVEY CONDUCTED BY ry P. # fs ‘ {3 XY oO ee ; ONSITE YNGRESS /EGRESS / AT PROP. COR. STAMPED / ESMYE~_REC “4 PENHALLEGON ASSOC. INC., UNDER MY SUPERVISION: AND THAT THE DIMENSIONS am | ! y UTILITY EASEMENT "PACE LS #11691” #8911140981 AND BEARINGS SHOWN HEREON CORRECTLY REFLECT THE INTENT OF THE LEGAL By | A gf -— DESCRIPTION, AS PROVIDED TO US, OF THE SUBJECT PROPERTY. AND THAT THE \ me | re |e sersane eeese _—— p= boas FERRET SPOT ELEVATIONS AND TOPOGRAPHIC FEATURES SHOWN HEREON ARE AS FIELD : \ x | a a [" W IDENTIFIED AND LOCATED UNLESS OTHERWISE NOTED. a 10g a) / \_ PROPOSED a FND. 5/8” REBAR & CAP eS a 10’ UTILITY EASEMENT ; * 4 %, AT PROP. COR. STAMPED z° —_, of PROPOSED 26 | , "DACE L& 11691” OFFSITE INGRESS/EGRESY & . \ — | EASEMENT = END OF PUBLIC GORDEN S. RECTOR — P.LS. 11691 DATE: - Lowe : 0 | RIGHT OF WAY F ie te ee . 1 > tox . wm / “ | nt A os O O) J ? @ a cn ; _ gov ssn j u a fi | ee as) Oo SITE PLAN Engineering W FIELD BOOK = 116, 167 & ELEC. f : \9516—site.dwg § | Plannin SCALE — _ Surveying JOHN & LORRAINE INC. aga om 9916.10 | , UNION PARK SHORT PLAT aa de AI : Penhallegon Associates Consulting Engineers, Inc. (425) 827-2014 ; qOrE DRAWN SWG/JAC | A OWG FILE a : REVISE NORTHERLY PORTION OF PRIVATE ROAD 09/16/99 JFS i RESON 0aTe | oY | KIRKLAND, WA 98033 750 SIXTH STREET SOUTH